RS-11-137, and Byron Station, Units 1 and 2, Supplemental Information Supporting Request for License Amendment Regarding Measurement Uncertainty Recapture Power Uprate: Difference between revisions

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{{Adams
#REDIRECT [[RS-11-137, Supplemental Information Supporting Request for License Amendment Regarding Measurement Uncertainty Recapture Power Uprate]]
| number = ML11255A332
| issue date = 08/25/2011
| title = and Byron Station, Units 1 and 2, Supplemental Information Supporting Request for License Amendment Regarding Measurement Uncertainty Recapture Power Uprate
| author name = Borton K F
| author affiliation = Exelon Nuclear, Exelon Generation Co, LLC
| addressee name =
| addressee affiliation = NRC/Document Control Desk, NRC/NRR
| docket = 05000454, 05000455, 05000456, 05000457
| license number = NPF-037, NPF-066, NPF-072, NPF-077
| contact person =
| case reference number = RS-11-137, TAC ME6487, TAC ME6488, TAC ME6489, TAC ME6490
| document type = Letter type:RS
| page count = 356
| project = TAC:ME6487, TAC:ME6488, TAC:ME6489, TAC:ME6490
| stage = Supplement
}}
 
=Text=
{{#Wiki_filter:Exelnt.Exelon Generation www.exeloncorp.com Nuclear 4300 Winfield Road Warrenville, IL 60555 RS-11-137 10 CFR 50.90 August 25, 2011 U. S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555-0001 Braidwood Station, Units 1 and 2 Facility Operating License Nos. NPF-72 and NPF-77 NRC Docket Nos. STN 50-456 and STN 50-457 Byron Station, Units 1 and 2 Facility Operating License Nos. NPF-37 and NPF-66 NRC Docket Nos. STN 50-454 and STN 50-455
 
==Subject:==
Supplemental Information Supporting Request for License Amendment Regarding Measurement Uncertainty Recapture Power Uprate  
 
==References:==
: 1. Letter from Craig Lambert (Exelon Generation Company, LLC) to U. S. NRC,"Request for License Amendment Regarding Measurement Uncertainty Recapture Power Uprate," dated June 23, 2011 2. Letter from N. J. DiFrancesco (U. S. NRC) to M. J. Pacilio (Exelon Generation Company, LLC), "Braidwood Station, Unit Nos. 1 and 2 and Byron Station, Unit Nos. 1 and 2 -Supplemental Information Needed for Acceptance of Licensing Action Regarding Measurement Uncertainty Recapture Power Uprate (TAC Nos. ME6587, ME6588, ME6589, and ME6590)," dated August 22, 2011 In Reference 1, Exelon Generation Company, LLC (EGC) requested an amendment to Facility Operating License Nos. NPF-72, NPF-77, NPF-37 and NPF-66 for Braidwood Station, Units 1 and 2, and Byron Station, Units 1 and 2, respectively.
Specifically, the'proposed changes revise the Operating License and Technical Specifications to implement an increase in rated thermal power of approximately 1.63%. In Reference 2, the NRC requested supplemental information to support review of the proposed changes. In response to this request, EGC is providing the attached information.
EGC has reviewed the information supporting a finding of no significant hazards consideration and the environmental consideration provided to the NRC in Reference
: 1. The additional information provided in this submittal does not affect the bases for concluding that the proposed license amendment does not involve a significant hazards consideration.
In addition, the.ooi~,fcta August 25, 2011 U.S. Nuclear Regulatory Commission Page 2 additional information provided in this submittal does not affect the bases for concluding that neither an environmental impact statement nor an environmental assessment needs to be prepared in connection with the proposed amendment.
In response to the NRC's request to provide certain information in electronic format, included with this submittal are two CDs in Attachments 6 and 7 as noted below, for submission to the Public Document Room. A second copy of these CDs is being sent to the NRC Project Manager, NRR -Braidwood and Byron Stations, for NRC Staff use.There are no regulatory commitments contained in this letter.Should you have any questions concerning this letter, please contact Mr. Joseph A. Bauer at (630) 657-3376.I declare under penalty of perjury that the foregoing is true and correct. Executed on the 2 5 th day of August 2011.Respectfully, Kevin F. Borton Manager, Licensing
-Power Uprate Attachments:
Attachment 1: Response to Request for Supplemental Information Attachment 2: Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1 B, Appendix BB-5: "Byron PAVAN Input and Output" Attachment 3: Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1 B, Appendix BB-7: Braidwood PAVAN Input and Output Attachment 4: Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1 B, Appendix BB-1: Byron Joint Frequency Distribution Attachment 5: Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1 B, Appendix BB-2: Braidwood Joint Frequency Distribution Attachment 6: CD, "Byron and Braidwood Stations, Metrological Data Files," August 25, 2011 Attachment 7: CD, "Byron and Braidwood Stations, PAVAN Input Files," August 25, 2011 cc: NRC Regional Administrator, Region III (Attachments 1 -5)NRC Senior Resident Inspector
-Braidwood Station (Attachments 1 -5)NRC Senior Resident Inspector
-Byron Station (Attachments 1 -5)Illinois Emergency Management Agency -Division of Nuclear Safety (Attachments 1 -5)
ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION NRC Request 1 In Attachment 5 of the EGG submittal, Page ///-152, Section //. 17.2.1: Main Steam Line Break Dose Evaluation, states: "The atmospheric dispersion factors (X/Q) values have been updated and incorporated into the dose analysis as per the current commitment to the NRC."-Provide a list of the updated atmospheric dispersion factors (X/Q values) for the Main Steam Line Break (MSLB) or provide a reference if they are included in a previously docketed submittal.
-Identify the limiting XIQ values selected from the list that were used in the updated dose analysis that resulted in the limiting dose for the MSLB.The commitment to the NRC states that X/Q values are to be updated for finer wind speed categories.
-Provide any updated data files, descriptions of updated assumptions, and all inputs used to calculate the updated X/Q values for the MSLB.-For large data files, provide the data in electronic format suitable for use with computer codes.-For data files, assumptions, and inputs that are unchanged, cite references to the docketed items.Response Background A re-evaluation of the offsite atmospheric dispersion factor (X/Q) values was performed to support the MUR Power Uprate License Amendment Request (LAR) in accordance with a commitment made to the NRC in response to a Request for Additional Information for the Alternate Source Term (AST) LAR (Reference 1). In accordance with this commitment, the X/Q calculation was revised to reevaluate the offsite X/Q values, as related to the use of the PAVAN computer model based on finer wind speed categories provided in the latest appropriate regulatory guidance.
This guidance is provided in NRC Regulatory Guide 1.23, "Meteorological Monitoring Programs for Nuclear Power Plants;" Revision 1, March 2007. The use of finer wind speed categories was the only change made in the re-evaluation of the off site X/Qs.Control room X/Q values are unchanged and remain consistent with the values noted in the NRC's Safety Evaluation for the issuance of the AST Amendment (Reference 2), Table 1,"Byron Units 1 & 2 and Braidwood Units 1 & 2 Control Room Atmospheric Dispersion Factors." NRC Request: Provide a list of the updated atmospheric dispersion factors (X/Q values) for the Main Steam Line Break (MSLB) or provide a reference if they are included in a previously docketed submittal.
Response: The maximum bounding updated X/Q values as calculated by PAVAN using the requirements of RG 1.23 Revision 1 are shown in Table 1. All X/Q values calculated by the PAVAN computer program are provided in Attachments 2 and 3, for Byron and Braidwood Stations, respectively.
Page 1 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION Table 1 Dispersion Factors Release Path Recommend X/Q (sec/m 3)Model Release Receptor/
0-2 0-8 8-24 1-4 4-30 Point Intake hour hour hour day day PAVAN Outer EAB 6.18 3.08 2.17 1.02 3.44 Containment E-04 E-04 E-04 E-04 E-05 Wall (SE) (SE) (SE) (SE) (SE)PAVAN Midpoint LPZ 1.10 5.13 3.51 1.53 4.68 between E-04 E-05 E-05 E-05 E-06 two reactors (W) (W) (W) (W) (W)NRC Request: Identify the limiting X1Q values selected from the list that were used in the updated dose analysis that resulted in the limiting dose for the MSLB.Response: The Main Steam Line Break (MSLB) analysis used the following bounding set of X/Qs for the Exclusion Area Boundary (EAB) and the Low Population Zone (LPZ): EAB: X/Q = 6.18E-04 sec/m 3 (0-2 hours)LPZ: X/Q = 1.10E-04 sec/m 3 (0-2 hours) (2-hr limiting LPZ X/Q)X/Q = 5.13E-05 sec/m 3 (2-8 hours) (8-hr limiting LPZ X/Q)X/Q = 3.51 E-05 sec/m 3 (8-24 hours) (16-hr limiting LPZ X/Q)X/Q = 1.53E-05 sec/m 3 (24-96 hours) (72-hr limiting LPZ X/Q)X/Q = 4.68E-06 sec/m 3 (96-720 hours) (624-hr limiting LPZ X/Q)NRC Request: The commitment to the NRC states that X/Q values are to be updated for finer wind speed categories.
Provide any updated data files, descriptions of updated assumptions, and all inputs used to calculate the updated X/Q values for the MSLB.For large data files, provide the data in electronic format suitable for use with computer codes.For data files, assumptions, and inputs that are unchanged, cite references to the docketed items.Response: Design Inputs for Generation of the Limiting Updated X/Q Values Used for the MSLB Updated Dose Analysis The 1994-1998 Byron and Braidwood Stations meteorological tower databases were utilized for the recalculation and are identical to those previously used in the original Byron and Braidwood Stations AST LAR (Reference 3). The data was provided on a CD in Attachment 8 to Page 2 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION Reference
: 3. This original application was supplemented, without changes to any of this data, by letters dated November 28, 2005 (Reference 4), December 9, 2005 (References 5 and 6), January 27, 2006 (Reference 7), February 13, 2006 (Reference 1), March 17, 2006 (Reference
: 8) and July 14, 2006 (Reference 9).This meteorological data is provided on a CD accompanying this submittal as Attachment 6.Design Input (PAVAN)PAVAN Modeling Analysis of EAB and LPZ X/Q As presented in Table 4.1.2-1, "PAVAN Modeling Options," of the original AST LAR (Reference 3), the PAVAN model contains certain model options for executing the program.The same modeling options shown in Table 4.1.2-1 of Reference 3 were applied for the re-analysis of the offsite X/Q values.Source/Receptor Scenarios and Configurations Consistent with the original AST LAR (Reference 3), at each station, the outer containment wall and the midpoint between the two reactors are the assumed release points for the EAB and LPZ, respectively.
PAVAN Meteorological Data Consistent with the original AST LAR (Reference 3), Byron Station and Braidwood Station meteorological data from the five-year period, 1994-1998, were used in the PAVAN analysis.The format of PAVAN meteorological input for the updated X/Q results consists of a joint wind direction (based on sixteen 22.5 degree sectors), wind speed (11 finer wind speed intervals), and stability class (7 classes) occurrence frequency distribution.
Each such meteorological joint frequency distribution for input to PAVAN was prepared as in the original AST LAR (Reference 3).The updated X/Q results utilized 11 wind speed categories as defined in Regulatory Guide 1.23, Revision 1 with the first category identified as "calm." For both stations, the minimum non-calm wind speed was fixed at to 0.8 mph. (In Section 2.3.6.2, "Meteorological Data," of the Byron and Braidwood UFSAR's, 'calm' wind speeds were assigned a value of 0.4 mph, which is one-half of the wind measurement threshold value). A midpoint was assumed between each of the Regulatory Guide 1.23, Revision 1 wind speed categories (Nos. 2-11) to be inclusive of all monitored wind speeds. Table 2 below contains the refined Regulatory Guide 1.23, Revision 1 wind speed categories.
Page 3 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION Table 2 Defined Wind Speed Category Ranges for PAVAN Modeling Category No. Regulatory Guide PAVAN- Assumed PAVAN Assumed 1.23 Rev 1 Speed Speed Interval (m/s) Speed Interval (mph)Interval (m/s)1 (calm) <0.5 < 0.36 < 0.80 2 0.5-1.0 > 0.36 -<1.05 > 0.80 -<2.35 3 1.1-1.5 >1.05 -<1.55 >2.35 -<3.47 4 1.6-2.0 > 1.55 -<2.05 > 3.47 -<4.56 5 2.1-3.0 >2.05 -<3.05 4.56 -<6.82 6 3.1-4.0 > 3.05 -<4.05 >6.82 -<9.06 7 4.1-5.0 a 4.05 -<5.05 a 9.06 -<11.30 8 5.1-6.0 > 5.05 -<6.05 >11.30 -<13.53 9 6.1-8.0 > 6.05 -<8.05 > 13.53 -<18.01 10 8.1-10.0  8.05 -<10.0 > 18.01 -<22.40 11 >10.0 >10.0 >22.40 Attachments 4 and 5 contain the lower and upper level wind direction, wind speed (categorized as defined in Table 2 above), and stability class joint occurrence frequency distribution tables, based on the five-year lower level meteorological databases, as used for the PAVAN modeling analysis for Byron Station and Braidwood Station, respectively. (This data is provided in two formats, the number of observations and the percent occurrence frequency).
Attachments 2 and 3 contain the updated PAVAN inputs and outputs for Byron and Braidwood Stations, respectively, resulting in the X/Qs of Table 1 above.Additionally, for the updated X/Q values, the PAVAN input electronic data files utilized are provided on a CD accompanying this submittal as Attachment 7.NRC Request 2 In attachment 5a of the EGC submittal, Page IV-8, Table IV- la: Summary of Comparison of AST Parameters Used in Steam Generator Tube Rupture Dose Analysis, states: "All offsite X/Q values were updated for finer wind speed categories per RG 1.23 Revision 1. This was also a commitment per RS-06-0 1." With regard to the updated atmospheric dispersion factors (X/Q values) for the steam generator tube rupture:-Provide any updated data files, descriptions of updated assumptions, and all inputs used to calculate the updated X/Q values.-For large data files, provide the data in electronic format suitable for use with computer codes.-For data files, assumptions, and inputs that are unchanged, cite references to the docketed items.Page 4 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION Response Offsite X/Q values used in the Steam Generator Tube Rupture Analysis (SGTR) are the same as those used in the MSLB analysis as described in the response to NRC Request 1 above.Descriptions of updated assumptions for the X/Qs for SGTR are the same as those for the MSLB X/Qs as described in the response to NRC Request 1 above. Also as indicated in the response to Request 1 above, the updated joint occurrence frequency distribution tables and PAVAN inputs and outputs resulting in the X/Q values shown in Table 1 in response to NRC Request 1 above, are provided in Attachments 2 through 5. Consistent with the original AST LAR (Reference 3), Byron Station and Braidwood Station meteorological data from the five-year period, 1994-1998, were used in the PAVAN analysis.The SGTR analysis used the same bounding set of X/Qs as in the MSLB analysis as described in the response to NRC Request 1 above, which are as follows: EAB: X/Q = 6.18E-04 sec/m 3 (0-2 hours)LPZ: X/Q = 1.1 OE-04 sec/m 3 (0-2 hours) (2-hr limiting LPZ X/Q)X/Q = 5.13E-05 sec/m 3 (2-8 hours) (8-hr limiting LPZ X/Q)X/Q = 3.51 E-05 sec/m 3 (8-24 hours) (16-hr limiting LPZ X/Q)X/Q = 1.53E-05 sec/m 3 (24-96 hours) (72-hr limiting LPZ X/Q)X/Q = 4.68E-06 sec/m 3 (96-720 hours) (624-hr limiting LPZ X/Q)Additionally, for the updated X/Q values discussed above, the PAVAN input electronic data files utilized are provided on a CD accompanying this submittal as Attachment 7.NRC Request 3 The NRC staff has become aware through the inspection program of a current nonconformance from the current licensing and design basis for the high-energy line break analysis provided in part for review of the MUR power uprate license amendment request. In general, a licensee's corrective action program addresses deviations and nonconformances with most elements of the licensing bases. NRC staff involvement in most of these situations is through the inspection, assessment, and enforcement programs.
Provided the licensee is able to correct the problem and restore compliance, nonconformance from the licensing bases are not addressed by a licensing-related process. However, in order to have confidence that the related licensing and design basis information provided in your amendment request will not change and lengthen the review process, the NRC staff requires additional information.
-Discuss your plans for resolving the nonconformance.
In particular, address the impact of resolution on the accuracy of the information provided to the NRC staff in your submittal.
Response The turbine building high energy line break (TB HELB) analysis calculations, that supported the Measurement Uncertainty (MUR) Power Uprate LAR, used thermodynamic assumptions that enveloped both current licensed thermal power (CLTP) and MUR operating conditions.
The turbine building HELB analysis assumes the most limiting high energy pipe breaks in a given area and uses mitigation (i.e., damper closure) as the coping strategy, as such, there are no high energy line break elimination evaluations in the analyses of record (AOR) for the piping in Page 5 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION the turbine building.
No new HELB locations were identified as a result of MUR power uprate in the piping portions in the auxiliary building including the steam tunnel.On July 6, 2011, subsequent to the submittal of the LAR, discrepancies unrelated to power level (i.e., non-conservative damper closure times) were identified in the TB HELB calculations for those breaks that could potentially affect identified auxiliary building room locations.
These discrepancies were evaluated in recent Byron Station and Braidwood Station Operability Evaluations.
The Operability Evaluations used the most limiting thermodynamic properties of either the CLTP or the MUR operating conditions and therefore bound the MUR operating conditions.
The Operability Evaluations concluded that there is reasonable assurance that the HELB design basis requirements of protecting Class 1 E and safety-related equipment in the identified rooms are maintained.
Exelon intends to maintain the design basis for the turbine building HELB and return the plant to a condition that does not require the subject Operability Evaluations.
These restoration activities are being tracked in the Byron and Braidwood Stations Corrective Action Program.Based on the above information, the conclusions stated in the MUR Power Uprate LAR HELB analyses remain valid (i.e., the qualification of Class 1 E electrical equipment in the identified auxiliary building rooms are not adversely impacted by a TB HELB).NRC Request 4 The EGC submittal, Section V. 1.D, Grid Stability, for Byron Station, states the following: "Power flow simulations were performed using 2012 transmission grid models for four system load conditions.
The assessment concluded that with one exception, the lowest post-contingency voltage for Byron Station is 349. 1 kV, which remains above the minimum required switchyard voltage of 339.8 kV. The scenario that analyzes a unit trip with the other unit in shutdown condition and with a system load level equal to 75% of the 50/50 load forecast results in a post-contingency voltage of 331.9 kV, which is lower than the minimum required voltage of 339.8 kV. This low post contingency voltage for this scenario is an existing (pre MUR) condition and is not related to the MUR Power Uprate. PJM [Pennsylvania-New Jersey-Maryland Interconnection]
real-time state estimator continuously monitors and predict grid voltages under various contingencies (e.g., unit trips). If the state estimator predicts an inadequate voltage at Byron's switchyard, the station is notified and abnormal procedure is entered."-According to 10 CFR Appendix A, general design criteria (GDC) 17, both offsite and onsite power must have sufficient capacity and capability.
Confirm how GDC 17 requirements are met in the above-discussed contingency.
-Justify the acceptability of using the methodology of a Transmission Operator (PJM state estimator) notifying the licensee of any inadequate voltage prediction and then entering the abnormal procedure.
The offsite power must be capable to cope with any simultaneous (N- 1 grid) contingency and postulated design basis accident.
Discuss your plans for resolving the above issue for pre and post MUR conditions.
Response Background On February 1, 2006, the NRC issued NRC Generic Letter (GL) 2006-02, "Grid Reliability and the Impact on Plant Risk and the Operability of Offsite Power." Exelon responded to the GL in a Page 6 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION letter from K. R. Jury (EGO) to the NRC, "EGC/AmerGen 60-Day Response to NRC Generic Letter 2006-02, "Grid Reliability and the Impact on Plant Risk and the Operability of Offsite Power," dated April 3, 2006; as supplemented by a January 31, 2007 letter from K. R. Jury (EGC) to the NRC, "EGC/AmerGen Response to the Request for Additional Information Regarding Resolution of NRC Generic Letter 2006-02, 'Grid Reliability and the Impact on Plant Risk and the Operability of Offsite Power."'The GL requested information in four major areas, one specifically addressing use of protocols between the nuclear power plant (NPP) and the transmission system operator.In EGC's response to GL 2006-02, a detailed discussion of these protocols was provided and is consistent with the discussion below. In summary, EGC's response to the GL concluded that all Exelon Stations were in compliance with GDC 17. The Byron Station power grid voltage analysis performed in support of the MUR Power Uprate LAR did not change this conclusion.
GDC 17 Compliance and Transmission Operator Protocol (Summary)Exelon concludes, based on the evaluation of the Byron Station power grid voltage analysis, that the offsite power source has adequate capacity and capability to meet the requirements of GDC 17. Key information supporting this conclusion is presented below.1. There are sufficient existing transmission system assets (capacitor banks) to maintain the lowest post contingency voltage at or above the Byron Station limit of 339.8 kV for the postulated scenario that analyzes a unit trip with the other unit in shutdown condition and with a system load level equal to 75% of the 50/50 load forecast.
CoinEd can remotely add these assets as necessary to maintain voltage. Standard operating protocol directs PJM and CoinEd to implement all available non-cost options, (e.g., adding capacitor banks, raising the VAR output of other generating units in the area, and utilizing the local tap changers (LTCs) in the area), to mitigate the potential low voltage condition and maintain the required voltage.2. In addition, there are other existing generating assets (off-cost generation) available to the Transmission Operator that can be placed in service to maintain the lowest post contingency voltage above the Byron Station limit. Exelon will authorize off-cost generation, if necessary, to maintain voltage above the Byron Station limit.3. PJM (Transmission Operator) and CoinEd (Transmission Owner) continuously monitor post-contingency voltages for Byron Station. The normal PJM operating protocol is for CornEd to notify Byron Station when the State Estimator program predicts post contingency switchyard voltage will fall below the Byron Station minimum required voltage. This operating protocol is controlled by PJM Operating Manuals and Byron Station procedures.
GDC 17 Compnliance and Transmission Operator Protocol (Additional Detail)Exelon reviewed the "2012 Power Grid Voltage Analysis for Byron Generating Station with MUR Power Uprate" (See Attachment 10b of the LAR) prepared by ComEd Transmission Planning and concluded that the offsite power source has adequate capacity and capability an therefore meets the requirements of GDC 17. In the 2012 Power Grid Voltage Analysis performed for Byron Station other generating assets could be online or offline depending on economics, therefore certain generating assets were conservatively modeled as off line in the grid voltage analysis.
In addition, there are transmission system assets (e.g., capacitor banks) available that are conservatively not credited in the grid voltage analysis.
These transmission assets can be switched on remotely and are sufficient to maintain the lowest post contingency voltage above Page 7 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION the Byron Station limit for the above scenario.
Appendix C, "Exelon Nuclear Offsite AC Sources Periodic Grid System Study Requirements" (Exelon's Procedure WC-AA-8003, Attachment 6), of the grid voltage analysis (Attachment 1Ob of the MUR Power Uprate LAR) which is used to perform the periodic grid system studies, allows crediting normally expected system adjustments, including remote switching operations, such as through Supervisory Control and Data Acquisition (SCADA), (i.e., switching operations that do not require dispatching crews to facilities).
This potential low voltage condition is an existing (pre-MUR) condition and is not related to the MUR power uprate. This possible scenario is acceptable because there are sufficient transmission assets and other generating assets in the area available to maintain voltage above the Byron Station limit. CoinEd is expected to add capacitor banks as needed to maintain the lowest post contingency voltage above the Byron Station limit. In addition, Appendix B, "Byron Sensitivity Study Summary," in the grid voltage analysis (Attachment 10b of the MUR Power Uprate LAR) shows that post contingency voltage in the switchyard will remain above the 339.8 kV minimum value if some of these other generator assets are in service.PJM and CoinEd continuously monitor post-contingency voltages for nuclear power plants.PJM Manual 3, Transmission Operations," Revision 38, Section 5, "Index and Operating Procedures for PJM RTO Operation," pages 116 through 118, discusses the Day-Ahead actions and Real-Time Operator actions for nuclear facilities.
PJM performs day-ahead studies to identify reliability issues for the transmission system. As part of those studies, PJM will predict potential low voltage conditions at Byron Station and will inform Exelon. CoinEd will add capacitors as needed to maintain the lowest post contingency voltage above the Byron Station limit and, if necessary, Exelon will authorize PJM to place other generating assets in the area online (off-cost generation) to resolve the potential low voltage conditions.
In addition, PJM and CoinEd are monitoring post-contingency voltages real time and, if the State Estimator predicts a voltage below the minimum required on the contingency of a unit trip, actions will be proactively taken to maintain the voltage above the Byron Station limit and, if necessary, off-cost generation may be utilized to assure adequate switchyard voltage. PJM Manual 39, "Nuclear Plant Interface Coordination," Revision 3, Section 2.4, "Notification and Mitigation Protocols for NPRI Voltage Limits," discusses the notification and mitigation protocols for nuclear plant voltage limits. Byron Station enters Abnormal Operating Procedure OBOA ELEC-1, "Degraded Swyd Voltage," when notified that the State Estimator shows actual or predicted voltage is below the minimum required voltage. OBOA ELEC-1 directs the Byron Station Operator to perform evaluations based on actual Non-ESF 4 kV bus loading to determine if the predicted post Byron Station unit trip voltage or actual voltage reported by the State Estimator is adequate.
If the Byron Station Operator determines that the predicted or actual voltage is inadequate, the appropriate limiting condition for operation (LCO) associated with Technical Specification 3.8.1, "AC Sources Operating," would be entered.Based on the above information, there are sufficient existing transmission assets (capacitors) available to maintain Byron Station's post contingency voltage above the 339.8 kV minimum value and, if necessary, contingency actions are in place to utilize off-cost generation.
Therefore, Exelon concludes that the offsite power source has adequate capacity and capability to meet the requirements of GDC 17.Page 8 of 9 ATTACHMENT 1 RESPONSE TO REQUEST FOR ADDITIONAL INFORMATION
 
==References:==
: 1. Letter from Joseph A. Bauer (EGC) to NRC, "Response to NRC Request for Additional Information with Respect to Request for License Amendment Related to Application of Alternative Radiological Source Term," dated February 13, 2006 2. Letter from R. F. Kuntz (NRC) to C. M. Crane (EGC), dated September 8, 2006 "Byron Station. Units Nos. 1 and 2 and Braidwood Station, Units Nos. 1 and 2 -Issuance of Amendments Re: Alternate Source Term (TAC Nos. MC6221, MC6222, MC6223, MC6224" 3. Letter from K. R. Jury (EGC) to NRC, "Request for License Amendment Related to Application of Alternate Source Term," dated February 15, 2005 4. Letter from Joseph A. Bauer (EGC) to NRC, "Response to NRC Request for Additional Information With Respect to Request for License Amendment Related to Application of Alternative Radiological Source Term," dated November 28, 2005 5. Letter from Joseph A. Bauer (EGC) to NRC, "Additional Information Related to Application of Alternative Radiological Source Term -Atmospheric Dispersion Coefficients," dated December 9, 2005 6. Letter from Joseph A. Bauer (EGC) to NRC, "Additional Information Related to Application of Alternative Radiological Source Term -Dose Calculations," dated December 9, 2005 7. Letter from Patrick R. Simpson (EGC) to NRC, "Response to NRC Request for Additional Information With Respect to Request for License Amendment Related to Application of Alternative Radiological Source Term," dated January 27, 2006 8. Letter from Joseph A. Bauer (EGC) to NRC," Partial Withdrawal of Changes Related to Request for License Amendment Related to Application of Alternative Source Term," dated March 17, 2006 9. Letter from Joseph A. Bauer (EGC) to NRC Response to NRC Request for Additional Information With Respect to Request for License Amendment Related to Application of Alternative Radiological Source Term," dated July 14, 2006 Page 9 of 9 ATTACHMENT 2 Braidwood and Byron Stations Measurement Uncertainty Recapture Technical Evaluation Response to NRC Acceptance Review Questions Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B, Appendix BB-5: "Byron PAVAN Input and Output"
[CALCULATION NO. BYR04-050, BRW-04-0044-M' I MINOR REV. NO. 11B APPENDIX BB-5 PAGE NO. 1 of 163 Byron PAVAN Input and Output 1 1111 Byron Ground Release 9.1 meters 76.2-9.1 meters Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T 11 0 2917. 60.7 10.0 9.1 0 0 0 4 7 5 11 1. 2. 0. 2. 2. 0. 0. 0. 0. 1. 0. 0. 0.. 0. 1. 1.0. 0. 0. 0. 0. 3. 3. 1. 1. 3. 2. 6. 1. 1. 2. 0.2. 2. 1. 2. 3. 2. 2. 1. 0. 1. 5. 4. 4. 3. 3. 1.16. 9. 10. 7. 14. 8. 4. 15. 7. 11. 19. 10. 10. 16. 8. 13.39. 21. 11. 9. 25. 14. 7. 21. 8. 12. 20. 9. 14. 30. 28. 18.19. 21. 7. 12. 18. 9. 10. 21. 17. 19. 28. 23. 18. 32. 49. 18.10. 18. 5. 8. 1. 4. 9. 10. 9. 20. 19. 15. 27. 19. 45. 20.14. 7. 3. 16. 2. 6. 7. 25. 32. 33. 29. 25. 26. 46. 34. 14.0. 2. 0. 6. 0. 0. 0. 5. 10. 13. 7. 3. 10. 4. 2. 1.0. 0. 0. 0. 0. 0. 0. 1. 2. 4. 2. 1. 1. 0. 0. 0.0. 2. 0. 2. 2. 0. 0. 1. 0. 0. 0. 0. 0. 1. 1. 0.3. 3. 0. 1. 3. 3. 2. 1. 2. 1. 0. 1. 1. 1. 2. 4.5. 5. 1. 0. 3. 5. 3. 1. 0. 3. 2. 5. 4. 1. 3. 5.19. 8. 5. 9. 14. 16. 9. 12. 9. 13. 22. 6. 11. 7. 18. 16.22. 20. 8. 7. 21. 12. 22. 12. 20. 23. 29. 13. 16. 20. 34. 16.39. 20. 9. 4. 15. 13. 15. 20. 12. 21. 31. 25. 28. 27. 42. 22.13. 16. 3. 5. 4. 7. 10. 9. 14. 27. 22. 13. 21. 32. 27. 16.10. 3. 8. 14. 2. 1. 4. 13. 17. 24. 14. 10. 19. 26. 23. 9.2. 1. 0. 4. 0. 1. 5. 6. 5. 6. 4. 6. 10. 9. 3. 1.3. 0. 0. 0. 0. 0. 0. 1. 3. 2. 3. 2. 0. 2. 0. 0.2. 1. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1.2. 1. 1. 1. 4. 2. 2. 1. 2. 2. 10. 2. 3. 3. 4. 4.6. 14. 9. 4. 10. 9. 13. 7. 8. 7. 6. 8. 5. 5. 4. 10.21. 10. 13. 12. 49. 25. 33. 12. 23. 41. 36. 19. 25. 29. 44. 25.36. 26. 16. 9. 29. 14. 20. 26. 41. 36. 45. 22. 40. 40. 58. 35.35. 17. 13. 17. 11. 12. 23. 31. 33. 38. 48. 33. 27. 45. 47. 34.18. 12. 10. 7. 5. 2. 10. 25. 22. 28. 28. 13. 27. 41. 44. 16.12. 9. 4. 10. 2. 3. 5. 8. 28. 30. 19. 23. 33. 43. 33. 14.2. 2. 2. 1. 0. 2. 5. 2. 7. 7. 4. 7. 10. 17. 5. 0.2. 0. 0. 0. 0. 0. 0. 5. 0. 3. 4. 4. 3. 2. 0. 1.18. 25. 16. 17. 22. 13. 18. 6. 10. 16. 21. 29. 26. 32. 26. 15.32. 40. 52. 45. 59. 49. 38. 34. 33. 33. 49. 50. 46. 64. 58. 65.109. 85. 72. 53. 107. 79. 47. 48. 64. 68. 74. 75. 82. 107. 98. 95.271. 186. 165. 158. 294. 162. 164. 184. 227. 225. 264. 212. 241. 312. 364. 303.327. 175. 136. 188. 223. 120. 159. 225. 255. 205. 242. 221. 285. 359. 388. 287.372. 211. 141. 272. 171. 115. 152. 227. 215. 190. 243. 227. 328. 371. 299. 272.220. 133. 121. 191. 71. 62. 77. 164. 196. 156. 164. 154. 253. 314. 205. 127.197. 185. 217. 232. 35. 79. 84. 202. 188. 221. 153. 191. 403. 318. 142. 103.40. 36. 85. 37. 1. 30. 27. 56. 58. 76. 39. 81. 142. 136. 22. 17.
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 2 of 163 16. 4. 16. 0. 0. 7. 1. 21. 2. 14. 27. 44. 98. 32. 0. 0.30. 27. 30. 27, 37. 20. 27. 27. 28. 35. 43. 44. 62. 65. 73. 44.50. 34. 31. 43. 94. 47. 44. 42. 60. 71. 95. 75. 104. 103. 105. 57.45. 50. 30. 43. 154. 81. 50. 55. 90. 90. 123. 108. 98. 116. 185. 87.152. 122. 86. 128. 329. 171. 201. 221. 257. 208. 216. 180. 251. 218. 192. 199.120. 87. 91. 137. 149. 109. 169. 245. 242. 172. 174. 147. 189. 128. 130. 99.46. 28. 51. 110. 40. 71. 113. 190. 219. 159. 132. 103. 154. 65. 44. 30.14. 10. 37. 62. 16. 35. 51. 134. 138. 148. 54. 31. 51. 20. 11. 9.6. 4. 8. 36, 7. 39. 24. 105. 143. 142. 44. 21. 38. 8. 3. 5.0. 0. 0. 1i 0. 16. 10. 17. 20. 49. 6. 2. 8. 1. 0. 0.0. 0. 0. O0 0. 6. 1. 6. 1. 1. 0. 0. 0. 4. 0. 0.24. 21. 18. 9, 15. 14. 10. 21. 21. 30. 46. 54. 70. 89. 95. 39.31. 12. 7. 11, 54. 34. 30. 42. 66. 73. 66. 69. 113. 78. 126. 64.20. 19. 9. 13, 102. 63. 44. 53. 96. 102. 51. 50. 63. 25. 66. 64.39. 32. 14. 26, 116. 160. 212. 275. 234. 86. 43. 16. 37. 18. 15. 42.15. 6. 4. 22, 22. 97. 107. 200. 116. 38. 3. 6. 3. 1. 0. 0.1. 1. 0. 8. 1. 20. 20. 100. 41. 4. 2. 2. 2. 0. 0. 0.0. 0. 0. 0. 0. 2. 1. 12. 12. 1. 0. 1. 0. 0. 0. 0.0. 0. 0. 1. 0. 0. 0. 4. 1. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.25. 9. 8. 15, 17. 10. 11. 15. 25. 43. 50. 52. 73. 94. 110. 68.7. 3. 2. 8. 29. 30. 14. 35. 54. 42. 27. 30. 39. 23. 78. 48.5. 1. 1. 3, 35. 28. 17. 19. 69. 34. 6. 4. 9. 6. 13. 10.9. 1. 0. 2, 30. 54. 62. 60. 83. 7. 1. 2. 2. 1. 0. 0.1. 0. 0. 3, 6. 31. 30. 32. 18. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 2. 0. 3. 5. 14. 3. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0o 1. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0o 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.101. 0.80 2.35 3.47 4.56 6.82 9.0611.3013.5318.0122.40 55.0 445. 445. 445. 445. 445. 445. 445. 445. 445. 445. 445. 445. 445. 445. 445. 445.4828.4828.4828.4828,4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.
: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.
I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO.3 of 163 Copyright (c) 1990 Ergo Computing, Inc. for Lahey USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PRINTOUT OF INPUT CARDS 1 00010 01111 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 2 Byron Ground Release 3 9.1 meters 4 5 Byron, 94-98 met (r4), 7 0.500 2917.000 76.2-9.1 meters 11 ws cats, 30' wind, 30'-250' Delta T 60.700 10.000 9.100 6 11 43655 0 0.000 1.000 0.000 2.000 16.000 39.000 19.000 10.000 14.000 0.000 0.000 0.000 3.000 5.000 19.000 22.000 39.000 13.000 10.000 2.000 3.000 2.000 2.000 6.000 21.000 36.000 35.000 18.000 12.000 2.000 2.000 18.000 32.000 109.000 0.000 2.000 0.000 2.000 9.000 21.000 21.000 18.000 7.000 2.000 0.000 2.000 3.000 5.000 8.000 20.000 20.000 16.000 3.000 1.000 0.000 1.000 1.000 14.000 10.000 26.000 17.000 12.000 9.000 2.000 0.000 25.000 40.000 85.000 0.000 0.000 0.000 1.000 10.000 11.000 7.000 5.000 3.000 0.000 0.000 0.000 0.000 1.000 5.000 8.000 9.000 3.000 8.000 0.000 0.000 0.000 1.000 9.000 13.000 16.000 13.000 10.000 4.000 2.000 0.000 16.000 52.000 72.000 4.000 2.000 0.000 2.000 7.000 9.000 12.000 8.000 16.000 6.000 0.000 2.000 1.000 0.000 9.000 7.000 4.000 5.000 14.000 4.000 0.000 0.000 1.000 4.000 12.000 9.000 17.000 7.000 10.000 1.000 0.000 17.000 45.000 7.000 2.000 0.000 3.000 14.000 25.000 18.000 1.000 2.000 0.000 0.000 2.000 3.000 3.000 14.000 21.000 15.000 4.000 2.000 0.000 0.000 1.000 4.000 10.000 49.000 29.000 11.000 5.000 2.000 0.000 0.000 22.000 59.000 5.000 0.000 3.000 2.000 8.000 14.000 9.000 4.000 6.000 0.000 0.000 0.000 3.000 5.000 16.000 12.000 13.000 7.000 1.000 1.000 0.000 0.000 2.000 9.000 25.000 14.000 12.000 2.000 3.000 2.000 0.000 13.000 49. 000 79.000 11.000 0.000 3.000 2.000 4 .000 7.000 10.000 9.000 7.000 0.000 0.000 0.000 2.000 3.000 9.000 22.000 15.000 10.000 4.000 5.000 0.000 0.000 2.000 13.000 33.000 20.000 23.000 10.000 5.000 5.000 0.000 18.000 38.000 47.000 0.000 1.000 1.000 15.000 21.000 21.000 10.000 25.000 5.000 1.000 1.000 1.000 1.000 12.000 12.000 20.000 9.000 13.000 6.000 1.000 0.000 1.000 7.000 12.000 26.000 31.000 25.000 8.000 2.000 5.000 6.000 34.000 48.000 0.000 1.000 0.000 7.000 8.000 17.000 9.000 32.000 10.000 2.000 0.000 2.000 0.000 9.000 20.000 12.000 14.000 17.000 5.000 3.000 0.000 2.000 8.000 23.000 41.000 33.000 22.000 28.000 7.000 0.000 10.000 33.000 64.000 1.000 3.000 1.000 11.000 12.000 19.000 20.000 33.000 13.000 4.000 0.000 1.000 3.000 13.000 23.000 21.000 27.000 24.000 6.000 2.000 0.000 2.000 7.000 41.000 36.000 38.000 28.000 30.000 7.000 3.000 16.000 33.000 68.000 0.000 2.000 5.000 19.000 20.000 28.000 19.000 29.000 7.000 2.000 0.000 0.000 2.000 22.000 29.000 31.000 22.000 14.000 4.000 3.000 0.000 10.000 6.000 36.000 45.000 48.000 28.000 19.000 4.000 4.000 21.000 49.000 74.000 0.000 6.000 4.000 10.000 9.000 23.000 15.000 25.000 3.000 1.000 0.000 1.000 5.000 6.000 13.000 25.000 13.000 10.000 6.000 2.000 0.000 2.000 8.000 19.000 22.000 33.000 13.000 23.000 7.000 4.000 29.000 50.000 75.000 0.000 1.000 4.000 10.000 14.000 18.000 27.000 26.000 10.000 1.000 0.000 1.000 4.000 11.000 16.000 28.000 21.000 19.000 10.000 0.000 0.000 3.000 5.000 25.000 40.000 27.000 27.000 33.000 10.000 3.000 26.000 46. 000 0.000 1.000 3.000 16.000 30.000 32.000 19.000 46.000 4.000 0.000 1.000 1.000 1.000 7.000 20.000 27.000 32.000 26.000 9.000 2.000 0.000 3.000 5.000 29.000 40.000 45.000 41.000 43.000 17.000 2.000 32.000 64.000 1.000 2.000 3.000 8.000 28.000 49.000 45.000 34.000 2.000 0.000 1.000 2.000 3.000 18.000 34.000 42.000 27.000 23.000 3.000 0.000 0.000 4.000 4.000 44.000 58.000 47.000 44.000 33.000 5.000 0.000 26.000 58.000 1.000 0.000 1.000 13.000 18.000 18.000 20.000 14.000 1.000 0.000 0.000 4.000 5.000 16.000 16.000 22.000 16.000 9.000 1.000 0.000 1.000 4.000 10.000 25.000 35.000 34.000 16.000 14.000 0.000 1.000 15.000 65.000 53.000107.000 82.000107.000 98.000 95.000 271.000186.000165.000158.000294.
000162 .000164.000184.000227.000225.000264.000212.000241.000312.000364.000303.000 327.000175.000136.000188.000223.000120.000159.000225.000255.000205.000242.000221.000285.000359.000388.000287.000 372.000211.000141.000272.000171.000115.000152.000227.000215.000190.000243.000227.000328.000371.000299.000272.000 I I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-5 PAGE NO.4 of 163 9 220.000133.0001 9 197.000185.0002 9 9 9 9 9 9 40.000 36.000 16.000 4.000 30.000 27.000 50.000 34.000 45.000 50.000 152.000122.000 121.000191.000 71.000 62.000 77.000164.000196.000156.000164.000154.000253.000314.000205.000127.000 217.000232.000 35.000 79.000 84.000202.000188.000221.000153.000191.000403.000318.000142.000103.000 85.000 37.000 1.000 30.000 27.000 56.000 58.000 76.000 39.000 81.000142.000136.000 22.000 17.000 16.000 0.000 0.000 7.000 1.000 21.000 2.000 14.000 27.000 44.000 98.000 32.000 0.000 0.000 30.000 27.000 37.000 20.000 27.000 27.000 28.000 35.000 43.000 44.000 62.000 65.000 73.000 44.000 31.000 43.000 94.000 47.000 44.000 42.000 60.000 71.000 95.000 75.000104.000103.000105.000 57.000 30.000 43.000154.000 81.000 50.000 55.000 90.000 90.000123.000108.000 98.000116.000185.000 87.000 86.000128.000329.000171.000201.000221.000257.000208.000216.000180.000251.000218.000192.000199.000 91.000137.000149.000109.000169.000245.000242.000172.000174.
000147.000189.000128.000130.000 99.000 120.000 46.000 14.000 6.000 0.000 0.000 24.000 31.000 20.000 39.000 15.000 1.000 0.000 0.000 0.000 0.000 25.000 7.000 5.000 9.000 1.000 0.000 0.000 0.000 0.000 0.000 87.000 28.000 10.000 4.000 0.000 0.000 21.000 12.000 19.000 32.000 6.000 1.000 0.000 0.000 0.000 0.000 9.000 3.000 1.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 51.000110.000 40.000 71.000113.000190.000219.000159.000132.000103.000154.000 37.000 8.000 0.000 0.000 18.000 7.000 9.000 14.000 4.000 0.000 0.000 0.000 0.000 0.000 8.000 2.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 62.000 16.000 36.000 7.000 1.000 0.000 0.000 0.000 9.000 15.000 11.000 54.000 13.000102.000 35.000 39.000 16.000 6.000 14.000 34.000 63.000 51.000134.000138.000148.000 24.000105.000143.000142.000 10.000 17.000 20.000 49.000 1.000 6.000 1.000 1.000 10.000 21.000 21.000 30.000 30.000 42.000 66.000 73.000 44.000 53.000 96.000102.000 26.000116.000160.000212.000275.000234.000 22.000 8.000 0.000 1.000 0.000 0.000 15.000 8.000 3.000 2.000 3.000 2.000 0.000 0.000 0.000 0.000 22.000 1.000 0.000 0.000 0.000 0.000 17.000 29.000 35.000 30.000 6.000 0.000 1.000 0.000 0.000 0.000 97.000107.000200.000116.000 20.000 2.000 0.000 0.000 0.000 10.000 30.000 28.000 54.000 31.000 3.000 0.000 0.000 0.000 0.000 20.000100.000 1.000 0.000 0.000 0.000 11.000 14.000 17.000 62.000 30.000 5.000 0.000 0.000 0.000 0.000 12.000 4.000 0.000 0.000 15.000 35.000 19.000 60.000 32.000 14.000 1.000 0.000 0.000 0.000 41.000 12.000 1.000 0.000 0.000 25.000 54.000 69.000 83.000 18.000 3.000 0.000 0.000 0.000 0.000 86.000 38.000 4.000 1.000 0.000 0.000 0.000 43.000 42.000 34.000 7.000 0.000 0.000 0.000 0.000 0.000 0.000 54.000 44.000 6.000 0.000 46.000 66.000 51.000 43.000 3.000 2.000 0.000 0.000 0.000 0.000 50.000 27.000 6.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 31.000 51.000 21.000 38.000 2.000 8.000 0.000 0.000 54.000 70.000 69.000113.000 50.000 63.000 16.000 37.000 6.000 3.000 2.000 2.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 52.000 73.000 30.000 39.000 4.000 9.000 2.000 2.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 65.000 44.000 20.000 11.000 8.000 3.000 1.000 0.000 4.000 0.000 89.000 95.000 78.000126.000 25.000 66.000 18.000 15.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 94.000110.000 23.000 78.000 6.000 13.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 445.30.000 9.000 5.000 0.000 0.000 39 000 64.000 64.000 42.000 0.000 0.000 0.000 0.000 0.000 0.000 68.000 48.000 10.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 10 445. 445.101.445.0.800 2.350 3.470 4.560 6.820 9.060 11.300 13.530 18.010 22.400 55.000 0.000 0.000 0.000 11 445.4828 1.0 12 445.4828.1.0 445.4828.1.0 1.0 445. 445. 445. 445.4828. 4828. 4828. 4828.1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 445.4828.1.0 445. 445. 445. 445. 11 4828. 4828. 12 1.0 4828. 4828. 4828. 4828. 4828. 4828.1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 ICALCULATION NO. BYRO4-050, BRW-04-0044-M MINOR REV. NO. IlB IAPPENDIX BB-5 PAGE NO.5 of 163&#xfd;USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 301-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS A TOWER 0.36 1.05 1.55 2.04 3.05 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL RELEASE 0.37 1.08 1.59 2.09 3.12 4.15 5.17 6.19 8.24 10.25 25.17 N 0.000 0.002 0.000 0.005 0.037 0.089 0.044 0.023 0.032 0.000 0.000 0.23 NNE 0.000 0.005 0.000 0.005 0.021 0.048 0.048 0.041 0.016 0.005 0.000 0.19 NE 0.000 0.000 0.000 0.002 0.023 0.025 0.016 0.011 0.007 0.000 0.000 0.08 ENE 0.000 0.005 0.000 0.005 0.016 0.021 0.027 0.018 0.037 0.014 0.000 0.14 E 0.000 0.005 0.000 0.007 0.032 0.057 0.041 0.002 0.005 0.000 0.000 0.15 ESE 0.000 0.000 0.007 0.005 0.018 0.032 0.021 0.009 0.014 0.000 0.000 0.11 SE 0.000 0.000 0.007 0.005 0.009 0.016 0.023 0.021 0.016 0.000 0.000 0.10 S SE 0.000 0.000 0.002 0.002 0.034 0.048 0.048 0.023 0.057 0.011 0.002 0.23 S 0.000 0.000 0.002 0.000 0.016 0.018 0.039 0.021 0.073 0.023 0.005 0.20 SSW 0.000 0.002 0.007 0.002 0.025 0.027 0.044 0.046 0.076 0.030 0.009 0.27 SW 0.000 0.000 0.005 0.011 0.044 0.046 0.064 0.044 0.066 0.016 0.005 0.30 WSW 0.000 0.000 0.014 0.009 0.023 0.021 0.053 0.034 0.057 0.007 0.002 0.22 W 0.000 0.000 0.002 0.009 0.023 0.032 0.041 0.062 0.060 0.023 0.002 0.25 WNW 0.000 0.000 0.002 0.007 0.037 0.069 0.073 0.044 0.105 0.009 0.000 0.35 NW 0.000 0.002 0.005 0.007 0.018 0.064 0.112 0.103 0.078 0.005 0.000 0.39 NNW 0.000 0.002 0.000 0.002 0.030 0.041 0.041 0.046 0.032 0.002 0.000 0.20 TOTAL 0.000 0.023 0.053 0.082 0.405 0. 655 0.735 0.547 0.731 0.144 0.025 3.40 JOINT FREQUENCY DISTRIBUTION WIND SPEED (MIS)OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS B TOWER 0.36 1.05 1.55 2.04 3.05 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL RELEASE 0.37 1.08 1.59 2.09 3.12 4.15 5.17 6.19 8.24 10.25 25.17 N 0.000 0.000 0.007 0.011 0.044 0.050 0.089 0.030 0.023 0.005 0.007 0.27 NNE 0.000 0.005 0.007 0.011 0.018 0.046 0.046 0.037 0.007 0.002 0.000 0.18 NE 0.000 0.000 0.000 0.002 0.011 0.018 0.021 0.007 0.018 0.000 0.000 0.08 ENE 0.000 0.005 0.002 0.000 0.021 0.016 0.009 0.011 0.032 0.009 0.000 0.11 E 0.000 0.005 0.007 0.007 0.032 0.048 0.034 0.009 0.005 0.000 0.000 0.15 ESE 0.000 0.000 0.007 0.011 0.037 0.027 0.030 0.016 0.002 0.002 0.000 0.13 SE 0.000 0.000 0.005 0.007 0.021 0.050 0.034 0.023 0.009 0.011 0.000 0.16 S SE 0.000 0.002 0.002 0.002 0.027 0.027 0.046 0.021 0.030 0.014 0.002 0.17 S 0.000 0.000 0.005 0.000 0.021 0.046 0.027 0.032 0.039 0.011 0.007 0.19 SSW 0.000 0.000 0.002 0.007 0.030 0.053 0.048 0.062 0.055 0.014 0.005 0.27 SW WSW W 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.002 0.005 0.011 0.009 0.050 0.014 0.025 0.066 0.030 0.037 0.071 0.057 0.064 0.050 0.030 0.048 0.032 0.023 0.044 0.009 0.014 0.023 0.007 0.005 0.000 0.29 0.19 0.25 WNW 0.000 0.002 0.002 0.002 0.016 0.046 0.062 0.073 0.060 0.021 0.005 0.29 NW 0.000 0.002 0.005 0.007 0.041 0.078 0.096 0. 062 0.053 0.007 0.000 0.35 NNW 0.000 0.000 0.009 0.011 0.037 0.037 0.050 0.037 0.021 0.002 0.000 0.20 TOTAL 0.000 0.021 0.064 0.105 0.444 0.676 0.786 0.547 0.451 0.144 0.037 3.28 JOINT FREQUENCY DISTRIBUTION WIND SPEED (MIS)TOWER RELEASE N NNE 0.36 0.37 0.000 0.000 1.05 1.08 0.005 0.002 1.55 1.59 0.005 0.002 2.04 2.09 0.014 0.032 3.05 3.12 0.048 0.023 OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS C NE 0.000 0.000 0.002 0.021 0.030 ENE 0.000 0.000 0.002 0.009 0.027 E 0.000 0.002 0.009 0.023 0.112 ESE 0.000 0.000 0.005 0.021 0.057 SE 0.000 0.000 0.005 0.030 0.076 S SE 0.000 0.000 0. 002 0.016 0.027 S 0.000 0.000 0.005 0.018 0.053 SSW 0.000 0.000 0.005 0.016 0.094 SW 0.000 0.000 0.023 0.014 0.082 WSW 0.000 0.000 0.005 0.018 0.044 W 0.000 0.000 0.007 0.011 0.057 WNW 0.000 0.000 0.007 0.011 0.066 NW 0.000 0.000 0.009 0.009 0.101 NNW 0.000 0.002 0.009 0.023 0.057 TOTAL 0.000 0.011 0.101 0.286 0. 955 CALCULATION NO. BYR04-050, BRW-04-0044-M' I MINOR REV. NO. lB I APPENDIX BB-5 PAGE NO. 6 of 163 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL 4.15 5.17 6.19 8.24 10.25 25.17 0.082 0.080 0.041 0.027 0.005 0.005 0.31 0.060 0.039 0.027 0.021 0.005 0.000 0.21 0.037 0.030 0.023 0.009 0.005 0.000 0.16 0.021 0.039 0.016 0.023 0.002 0.000 0.14 0.066 0.025 0.011 0.005 0.000 0.000 0.25 0.032 0.027 0.005 0.007 0.005 0.000 0.16 0.046 0.053 0.023 0.011 0.011 0.000 0.25 0.060 0.071 0.057 0.018 0.005 0.011 0.27 0.094 0.076 0.050 0.064 0.016 0.000 0.38 0.082 0.087 0.064 0.069 0.016 0.007 0.44 0.103 0.110 0.064 0.044 0.009 0.009 0.46 0.050 0.076 0.030 0.053 0.016 0.009 0.30 0.092 0.062 0.062 0.076 0.023 0.007 0.40 0.092 0.103 0.094 0.098 0.039 0.005 0.52 0.133 0.108 0.101 0.076 0.011 0.000 0.55 0.080 0.078 0.037 0.032 0.000 0.002 0.32 1.129 1.063 0.706 0.632 0.167 0.055 5.11 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS D TOWER 0.36 1.05 1.55 2.04 3.05 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL RELEASE 0.37 1.08 1.59 2.09 3.12 4.15 5.17 6.19 8.24 10.25 25.17 N 0.001 0.041 0.073 0.250 0.621 0.749 0.852 0.504 0.451 0.092 0.037 3.67 NNE 0.001 0.057 0.092 0.195 0.426 0.401 0.483 0.305 0.424 0.082 0.009 2.47 NE 0.000 0.037 0.119 0.165 0.378 0.312 0.323 0.277 0.497 0.195 0.037 2.34 ENE 0.001 0.039 0.103 0.121 0.362 0.431 0.623 0.438 0.531 0.085 0.000 2.73 E 0.001 0.050 0.135 0.245 0.673 0.511 0.392 0.163 0.080 0.002 0.000 2.25 ESE 0.000 0.030 0.112 0.181 0.371 0.275 0.263 0.142 0.181 0.069 0.016 1.64 SE 0.001 0.041 0.087 0.108 0.376 0.364 0.348 0.176 0.192 0.062 0.002 1.76 SSE 0.000 0.014 0.078 0.110 0.421 0.515 0.520 0.376 0.463 0.128 0.048 2.67 S 0.000 0.023 0.076 0.147 0.520 0.584 0.492 0.449 0.431 0.133 0.005 2.86 SSW 0.000 0.037 0.076 0.156 0.515 0.470 0.435 0.357 0.506 0.174 0.032 2.76 SW 0.001 0.048 0.112 0.170 0.605 0.554 0.557 0.376 0.350 0.089 0.062 2.92 WSW 0.001 0.066 0.115 0.172 0.486 0.506 0.520 0.353 0.438 0.186 0.101 2.94 W 0.001 0.060 0.105 0.188 0.552 0.653 0.751 0.580 0 .923 0.325 0.224 4.36 WNW 0.001 0.073 0.147 0.245 0.715 0.822 0.850 0.719 0.728 0.312 0.073 4.69 NW 0.001 0.060 0.133 0.224 0.834 0.889 0.685 0.470 0.325 0.050 0.000 3.67 NNW 0.000 0.034 0.149 0.218 0.694 0.657 0.623 0.291 0.236 0.039 0.000 2.94 TOTAL 0.009 0.710 1.711 2.893 8.549 8.693 8.718 5.974 6.758 2.023 0.646 46.68 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)TOWER RELEASE N NNE 0.36 0.37 0.001 0.001 1.05 1.10 0.069 0.062 1.55 1.63 0.115 0.078 2.04 2.14 0.103 0.115 3.05 3.20 0.348 0.279 4.05 4.25 0.275 0.199 5.05 5.30 0.105 0.064 6.05 6.34 0.032 0.023 8.05 8.44 0.014 0.009 10.01 10.50 0.000 0.000 24.59 25.77 0.000 0.000 TOTAL 1.06 0.83 OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS E NE 0.001 0.069 0.071 0.069 0.197 0.208 0.117 0.085 0.018 0.000 0.000 0.83 ENE 0.001 0.062 0.098 0.098 0.293 0.314 0.252 0.142 0.082 0.002 0.000 1.35 E 0.001 0.085 0.215 0.353 0.754 0.341 0.092 0.037 0.016 0.000 0.000 1.89 ESE 0.001 0.046 0.108 0.186 0.392 0.250 0.163 0.080 0.089 0.037 0.014 1.36 SE 0.001 0.062 0.101 0.115 0.460 0.387 0.259 0.117 0.055 0.023 0.002 1.58 SSE 0.001 0.062 0.096 0.126 0.506 0.561 0.435 0.307 0.241 0.039 0.014 2.39 S 0.001 0.064 0.137 0.206 0.589 0.554 0.502 0.316 0.328 0.046 0.002 2.74 SSW 0.001 0.080 0.163 0.206 0.476 0.394 0.364 0.339 0.325 0.112 0.002 2.46 SW WSW 0.001 0.001 0.098 0.101 0.218 0.172 0.282 0.247 0.495 0.412 0.399 0.337 0.302 0.236 0.124 0.071 0.101 0.048 0.014 0.005 0.000 0.000 2.03 1.63 W 0.002 0.142 0.238 0.224 0.575 0.433 0.353 0.117 0.087 0.018 0.000 2.19 WNW 0.002 0.149 0.236 0.266 0.499 0.293 0.149 0.046 0.018 0.002 0.009 1.67 NW 0. 002 0.167 0.241 0.424 0.440 0.298 0.101 0.025 0.007 0.000 0.000 1.70 NNW 0.001 0.101 0.131 0.199 0.456 0.227 0.069 0.021 0.011 0.000 0.000 1.22 TOTAL 0.016 1.418 2.417 3.218 7.172 5.470 3.562 1.881 1.450 0.298 0.044 26.95 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (M/S)TOWER RELEASE N NNE NE ENE E ESE 0.36 0.37 0.000 0.000 0.000 0.000 0.000 0.000 1.05 1.10 0.055 0.048 0.041 0.021 0.034 0.032 1.55 1.63 0.071 0.027 0.016 0.025 0.124 0.078 2.04 2.14 0.046 0.044 0.021 0.030 0.234 0.144 3.05 3.20 0.089 0.073 0.032 0.060 0.266 0.367 ATMOSPHERIC STABILITY CLASS F SE 0.000 0.023 0.069 0.101 0.486 SSE 0.000 0.048 0.096 0.121 0.630 S 0.000 0.048 0.151 0.220 0.536 SSW 0.001 0.069 0.167 0.234 0.197 SW 0.001 0.105 0.151 0.117 0.098 WSW 0.001 0.124 0.158 0.115 0.037 W 0.001 0.160 0.259 0.144 0.085 WNW 0.002 0.204 0.179 0.057 0.041 NW 0.002 0.218 0.289 0.151 0.034 NNW 0.001 0.089 0.147 0.147 0.096 TOTAL 0.011 1.319 2.007 1.924 3.127 CALCULATION NO. BYR04-050, BRW-04-0044-M, I MINOR REV. NO. 1B[ APPENDIX BB-5 T PAGE NO.7 of 163 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL 4.25 5.30 6.34 8.44 10.50 25.77 0.034 0.002 0.000 0.000 0.000 0.000 0.30 0.014 0.002 0.000 0.000 0.000 0.000 0.21 0.009 0.000 0.000 0.000 0.000 0.000 0.12 0.050 0.018 0.000 0.002 0.000 0.000 0.21 0.050 0.002 0.000 0.000 0.000 0.000 0.71 0.222 0.046 0.005 0.000 0.000 0.000 0.89 0.245 0.046 0.002 0.000 0.000 0.000 0.97 0.458 0.229 0.027 0.009 0.000 0.000 1.62 0.266 0.094 0.027 0.002 0.000 0.000 1.35 0.087 0.009 0.002 0.000 0.000 0.000 0.77 0.007 0.005 0.000 0.000 0.000 0.000 0.48 0.014 0.005 0.002 0.000 0.000 0.000 0.45 0.007 0.005 0.000 0.000 0.000 0.000 0.66 0.002 0.000 0.000 0.000 0.000 0.000 0.49 0.000 0.000 0.000 0.000 0.000 0.000 0.69 0.000 0.000 0.000 0.000 0.000 0.000 0.48 1.466 0.463 0.066 0.014 0.000 0.000 10.40 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS G TOWER 0.36 1.05 1.55 2.04 3.05 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL RELEASE 0.37 1.10 1.63 2.14 3.20 4.25 5.30 6.34 8.44 10.50 25.77 N 0.001 0.057 0.016 0.011 0.021 0.002 0.000 0.000 0.000 0.000 0.000 0.11 NNE 0.000 0.021 0.007 0.002 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.03 NE 0.000 0.018 0.005 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.03 ENE 0.001 0.034 0.018 0.007 0.005 0.007 0.005 0.000 0.000 0.000 0.000 0.08 E 0.001 0.039 0.066 0.080 0.069 0.014 0.000 0.002 0.000 0.000 0.000 0.27 ESE 0.000 0.023 0.069 0.064 0.124 0.071 0.007 0.000 0.000 0.000 0.000 0.36 SE 0.000 0.025 0.032 0.039 0.142 0.069 0.011 0.000 0.000 0.000 0.000 0.32 SSE 0.001 0.034 0.080 0.044 0.137 0.073 0.032 0.002 0.000 0.000 0.000 0.40 S 0.001 0.057 0.124 0.158 0.190 0.041 0.007 0.000 0.000 0.000 0.000 0.58 SSW 0.002 0.098 0.096 0.078 0.016 0.000 0.000 0.000 0.000 0.000 0.000 0.29 SW 0.002 0.115 0.062 0.014 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.19 WSW 0.002 0.119 0.069 0.009 0.005 0.000 0.000 0.000 0.000 0.000 0.000 0.20 W 0.003 0.167 0.089 0.021 0.005 0.000 0.000 0.000 0.000 0.000 0.000 0.28 WNW 0.004 0.215 0.053 0.014 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.29 NW 0.004 0.252 0.179 0.030 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.46 NNW 0.003 0.156 0.110 0.023 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.29 TOTAL 0.025 1.432 1.074 0.596 0.719 0.277 0.062 0.005 0.000 0.000 0.000 4.19 WIND MEASURED AT 9.1 METERS.WIND SPEED CORRECTED TO THE RELEASE HEIGHT OF 10.0 METERS.OVERALL WIND DIRECTION FREQUENCY WIND DIRECTION:
FREQUENCY:
N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW 5.9 4.1 3.6 4.7 5.7 4.7 5.1 7.8 8.3 7.3 6.7 5.9 8.4 8.3 7.8 5.6 OVERALL WIND SPEED FREQUENCY AS MEASURED ON THE TOWER: MAX.WIND SPEED (M/S): 0.358 1.051 1.551 2.039 3.049 4.050 5.052 6.048 8.051 10.014 24.587 WIND SPEED FREQUENCY:
0.06 4.93 7.43 9.11 21.37 18.37 15.39 9.73 10.04 2.78 0.81 BUILDING AND RELEASE CHARACTERISTICS:
RELEASE HEIGHT: 10.00 METERS MIXING VOLUME COEFFICIENT:
0.50 BUILDING CROSS-SECTIONAL AREA: 2917.00 SQUARE METERS BOUNDARY DISTANCES (METERS) FROM THE SOURCE FOR EACH DOWNWIND SECTOR: DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW BOUNDARY 1 445. 445. 445. 445. 445. 445. 445. 445.BOUNDARY 2 4828. 4828. 4828. 4828. 4828. 4828. 4828. 4828.THE CONVERSION FACTOR APPLIED TO THE WIND SPEED CLASSES IS 0.447 N NNE 445. 445.4828. 4828.NE 445.4828.ENE E 445. 445.4828. 4828.ESE 445.4828.SE 445.4828.SSE 445.4828.
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 PAGE NO. 8 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 WINDSPEEDS ADJUSTED TO 10.0 METERS.PERCENT OF THE TIME A GIVEN WINDSPEED IS LOWER: WINDSPEED CUMULATIVE FREQUENCY (METER/SEC) (PERCENT)0.37 0.01 0.37 0.06 1.08 0.83 1.10 5.00 1.59 6.92 1.63 12.42 2.09 15.79 2.14 .21.53 3.12 31.88 3.20 42.90 4.15 54.05 4.25 61.27 5.17 72.57 5.30 76.66 6.19 84.43 6.34 86.38 8.24 94.95 8.44 96.42 10.25 98.90 10.50 99.19 25.17 99.96 25.77 100.00 WINDSPEED CUMULATIVE FREQUENCY (INTERPOLATED)(METER/SEC) (PERCENT)0.37 0.06 1.10 5.00 1.62 12.42 2.12 21.53 3.16 42.90 4.19 61.27 5.20 76.66 6.22 86.38 8.27 96.42 10.28 99.19
[ CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 9 of 163 25.21 100.00 LOG-NORMAL INTERPOLATION PERCENTILES WINDSPEED (METER/SEC) 0.69 0.94 1.10 1.46 1.76 2.04 2.28 2.52 2.76 3.01 3.26 3.52 3.80 4.10 4.40 4.71 5.07 5.50 6.17 6.70 CUMULATIVE FREQUENCY (PERCENT)1.00 3.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 10 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE S SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A B B B B B B B B B C C C C C C C C C C D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 0.04 0.08 0.62 1.50 0.73 0.39 0.54 0.12 0.19 0.73 0.85 1.50 0.50 0.39 0.08 0.12 0.08 0.08 0.23 0.81 1.39 1.35 0.69 0.46 0.08 0.08 0.01 0.69 1.23 4.20 10.44 12.60 14.33 8.47 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67. 8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 3.267E-05 1. 684E-05 1. 126E-05 8.474E-06 6.794E-06 5. 675E-06 4.263E-06 6. 501E-05 4.947E-05 3.308E-05 2.4 90E-05 1 .996E-05 1. 667E-05 1.252E-05 1.007E-05 4.101E-06 1 .967E-04 1. 332E-04 1.014E-04 6. 778E-05 5. 102E-05 4 .0 91E-05 3 .416E-05 2 .567E-05 2. 064E-05 8. 404E-06 7. 150E-04 2.434E-04 1.648E-04 1 .289E-04 1.111E-04 1. OOOE-04 9. 219E-05 3. 108E-05 1. 602E-05 1.071E-05 8.061E-06 6. 463E-06 5.398E-06 4. 055E-06 5. 650E-05 4.299E-05 2.875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8. 752E-06 3. 565E-06 1. 503E-04 1.018E-04 7.746E-05 5. 179E-05 3.899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 6. 422E-06 8 108E-04 2. 760E-04 1. 869E-04 1. 422E-04 9. 511E-05 7. 160E-05 5. 740E-05 3. 08E-05 1. 602E-05 1. 071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 5.650E-05 4.299E-05 2.875E-05 2 .164E-05 1.735E-05 1. 449E-05 1. 089E-05 8.752E-06 3.565E-06 1. 503E-04 1. 018E-04 7. 746E-05 5 179E-05 3. 899E-05 3 126E-05 2. 611E-05 1. 961E-05 1. 577E-05 6. 422E-06 7. 150E-04 2.434E-04 1.648E-04 1. 289E-04 9. 511E-05 7.160E-05 5. 740E-05 16.8 16.8 16.8 16.8 16.8 16.8 16.8 36.3 16.8 36.3 8.456E-05 4.794E-05 4.794E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 11 of 163 D D D E E E E E E E E E F F F F F F F G G G G G G 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 4.2 7.59 1.54 0.62 0.01 1.16 1.93 1.73 5.85 4.62 1.77 0.54 0.23 0.01 0.92 1.19 0.77 1.50 0.58 0.04 0.02 0.96 0.27 0.19 0.35 0.04 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 4.7 36.3 36.3 36.3 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 73.7 73.7 73.7 66.1 34.3 21.6 6.352E-05 5. 107E-05 2.080E-05 9.242E-04 3. 146E-04 2. 131E-04 1. 732E-04 1. 732E-04 1.732E-04 1.732E-04 1. 639E-04 1.232E-04 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 3. 636E-04 3. 853E-04 2.440E-03 8.306E-04 5. 625E-04 4 .769E-04 6. 148E-04 7.354E-04 3. 602E-05 2. 896E-05 1. 179E-05 1.102E-03 3. 751E-04 2. 541E-04 1. 933E-04 1.293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4.895E-05 2. 123E-03 7.229E-04 4. 896E-04 3. 725E-04 2. 491E-04 1.875E-04 1.503E-04 4. 879E-03 1. 661E-03 1.125E-03 8. 560E-04 5.724E-04 4.308E-04 3. 602E-05 2. 896E-05 1. 179E-05 9. 242E-04 3. 146E-04 2. 131E-04 1. 732E-04 1 .293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 1.593E-03 5.422E-04 3. 672E-04 3.038E-04 2.491E-04 1. 875E-04 1. 503E-04 2.440E-03 8. 306E-04 5. 625E-04 4.769E-04 5.724E-04 4.308E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 PAGE NO.12 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
S SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 0.017 0.025 0.00101 0.00149 3.672E-04 3.146E-04 3.976 5.131 0.23644 0.30517 1.503E-04 1.293E-04 13.682 19.537 0.81370 1.16188 5.740E-05 5.650E-05 68.339 68.454 4.06419 4.07106 2.896E-05 2.875E-05 90.062 90.794 5.35613 5.39966 1.089E-05 1.071E-05 95.956 96.572 5.70661 5.74326 X/Q PERCENTILES
: 9. 242E-04 0.038 0.00226 3. 038E-04 5.902 0.35098 1.289E-04 23.735 1.41157 5. 179E-05 69.263 4.11916 2.611E-05 91.488 5.44089 8.752E-06 96.649 5.74784 8. 306E-04 1.001 0.05953 2.491E-04 7.404 0.44032 1.018E-04 23.812 1.41615 4. 895E-05 69.494 4.13291 2.164E-05 92.335 5.49128 8. 061E-06 98.151 5.83718 7.150E-04 1.010 0.06006 2. 434E-04 8.097 0.48155 9. 731E-05 28.434 1.69103 4.794E-05 77.968 4.63686 1. 961E-05 92.797 5.51877 6. 463E-06 98.883 5.88070 5.724E-04 1.357 0.08068 2. 131E-04 10.023 0.59608 9.511E-05 38.873 2.31181 4 .299E-05 78.161 4.64831 1.735E-05 94.299 5.60811 6.422E-06 98.960 5.88528 5. 625E-04 1.626 0.09671 1.875E-04 10.601 0.63044 7.802E-05 40.644 2.41718 3. 899E-05 79.547 4.73078 1. 602E-05 94.376 5.61269 5.398E-06 99.345 5.90819 5. 422E-04 2.551 0.15169 1. 732E-04 12.334 0.73352 7. 746E-05 40.876 2.43092 3. 602E-05 87.135 5.18204 1. 577E-05 94.453 5.61727 4. 055E-06 99.884 5.94026 OR EXCEEDED.4.769E-04 2.743 0.16314 1.648E-04 13.567 0.80683 7.160E-05 53.471 3.17998 3.126E-05 88.483 5.26222 1.449E-05 94.954 5.64705 3.565E-06 100.000 5.94713 4.308E-04 2.782 0.16543 1 .503E-04 13.605 0.80912 6.516E-05 54.010 3.21205 3. 108E-05 88.522 5.26451 1.179E-05 95.570 5.68370 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 13 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4): 5): 6)=7)=8) =0.059 0.152 0.595 1.410 2.309 4.061 4.633 K I XQSAVE(K,I) 1 1 -6.01579 1 2 -7.09335 1 3 -7.51984 1 4 -8.45385 1 5 -8.95670 1 6 -9.26047 1 7 -9.76542 1 8 -9.94552 8.309E-04 4.885E-04 3.480E-04 2.134E-04 1.696E-04 1.430E-04 1.249E-04 1.119E-04 1.017E-04 9.281E-05 8.382E-05 7.638E-05 7.013E-05 6.478E-05 6.016E-05 5.557E-05 5.058E-05 XQINT(K,I)
XQSLOP (K, I)-10.51189
-1.05466-12.08837
-1.54102-13.67660
-2.07675-12.40116
-1.56959-12.27601
-1.51256-13.28736
-2.01984-14.81674
-2.89694 NUMXQ(K)=
8 0.059 0.178 0.297 0.595 0.892 1.189 1.487 1.784 2.081 2.379 2.676 2. 974 3.271 3.568 3.866 4.163 4.460 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 8.41 2.420E-04 ANNUAL AVERAGE =4. 18E-06 K= 1 FIVEXQ(K)=
2.420E-04 FIVEPR(K)=
8.407 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 14 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A A B B B B B B B B B C C C C C C C C C D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 0.11 0.11 0.50 1.17 1.17 1.00 0.39 0.11 0.11 0.17 0.28 0.44 1.11 1.11 0.89 0.17 0.06 0.06 0.06 0.78 0.56 1.44 0.94 0.67 0.50 0.11 0.02 1.39 2.22 4.72 10.33 9.72 11.72 7.39 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 3.267E-05 1. 684E-05 1. 126E-05 8. 474E-06 6. 794E-06 5. 675E-06 4 263E-06 3. 428E-06 9. 599E-05 6. 501E-05 4. 947E-05 3. 308E-05 2. 4 90E-05 1. 996E-05 1. 667E-05 1 .252E-05 1. 007E-05 1. 967E-04 1.332E-04 1.014E-04 6. 778E-05 5. 102E-05 4.091E-05 3. 416E-05 2 .567E-05 2.0 64E-05 7.150E-04 2. 434E-04 1. 648E-04 1.289E-04 1.111E-04 1. OOOE-04 9.219E-05 8. 456E-05 3. 108E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3.260E-06 8. 343E-05 5. 650E-05 4.299E-05 2.875E-05 2.164E-05 1.735E-05 1. 449E-05 1. 089E-05 8. 752E-06 1.503E-04 1. 018E-04 7. 74 6E-05 5. 179E-05 3. 8 99E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 8.108E-04 2. 760E-04 1. 869E-04 1.422E-04 9.511E-05 7. 160E-05 5. 740E-05 4.794E-05 3. 108E-05 1 602E-05 1 071E-05 8 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3 .260E-06 8 .343E-05 5. 650E-05 4 .299E-05 2.875E-05 2.164E-05 1. 735E-05 1 .449E-05 1. 089E-05 8. 752E-06 1. 503E-04 1.018E-04 7. 746E-05 5.179E-05 3. 899E-05 3.126E-05 2 .611E-05 1.961E-05 1.577E-05 7. 150E-04 2.434E-04 1. 648E-04 1 .289E-04 9.511E-05 7.160E-05 5.740E-05 4.794E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 15 of 163 D D D E E E E E E E E E F F F F F F F G G G G G 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.28 2.00 0.22 0.02 1.50 1.89 2.78 6.78 4.83 1.56 0.56 0.22 0.01 1.17 0.67 1.06 1.78 0.33 0.06 0.01 0.50 0.17 0.06 0.06 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 36.3 36.3 36.3 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 73.7 73.7 73.7 66.1 34.3 6.352E-05 5. 107E-05 2.080E-05 9.242E-04 3. 146E-04 2. 131E-04 1 .732E-04 1 .732E-04 1.732E-04 1.732E-04 1. 639E-04 1 .232E-04 1.593E-03 5.422E-04 3. 672E-04 3.038E-04 3.376E-04 3. 636E-04 3. 853E-04 2.440E-03 8.306E-04 5. 625E-04 4.7 69E-04 6. 148E-04 3. 602E-05 2 .896E-05 1.179E-05 1. 102E-03 3. 751E-04 2. 541E-04 1. 933E-04 1 .293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 2 123E-03 7.229E-04 4.896E-04 3. 725E-04 2. 491E-04 1.875E-04 1. 503E-04 4.879E-03 1.661E-03 1.125E-03 8.560E-04 5.724E-04 3. 602E-05 2. 896E-05 1. 179E-05 9.242E-04 3. 146E-04 2.131E-04 1.732E-04 1 .293E-04 9. 731E-05 7.802E-05 6. 516E-05 4 .895E-05 1.593E-03 5.422E-04 3. 672E-04 3.038E-04 2.491E-04 1. 875E-04 1. 503E-04 2.440E-03 8. 306E-04 5. 625E-04 4.769E-04 5. 724E-04 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 APPENDIX BB-5 I PAGE NO. 16 of 163 J I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX 131-5 I PAGE NO. 16 of 163 1 BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.OR EXCEEDED.2.440E-03 1.593E-03 9.242E-04 8.306E-04 0.009 0.019 0.036 0.536 0.00036 0.00078 0.00148 0.02210 3.146E-04 3.038E-04 2.491E-04 2.434E-04 4.165 5.221 6.998 8.387 0.17173 0.21525 0.28855 0.34582 1.293E-04 1.289E-04 1.018E-04 9.731E-05 22.499 27.221 27.277 32.110 0.92766 1.12237 1.12466 1.32395 5.740E-05 5.650E-05 5.179E-05 4.895E-05 66.888 67.055 67.611 67.833 2.75792 2.76479 2.78770 2.79686 2.896E-05 2.875E-05 2.611E-05 2.164E-05 90.278 90.722 91.389 92.500 3.72230 3.74062 3.76811 3.81392 1.089E-05 1.071E-05 8.752E-06 8.061E-06 95.611 96.111 96.167 97.333 3.94220 3.96282 3.96511 4.01321 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)7. 150E-04 0.554 0.02283 2.131E-04 10.276 0.42371 9. 511E-05 42.443 1.75001 4.794E-05 75.222 3.10152 1. 961E-05 93.000 3.83454 6.4 63E-06 98.500 4.06132 5.724E-04 0.609 0.02513 1. 875E-04 10.610 0.43745 8.343E-05 42.555 1.75460 4.299E-05 75.500 3.11297 1.735E-05 94.111 3.88035 5.398E-06 99.500 4.10255 5. 625E-04 0.776 0.03200 1.732E-04 13.387 0.55198 7. 802E-05 44.110 1.81873 3. 899E-05 76.944 3.17253 1. 602E-05 94.222 3.88494 4. 055E-06 99.889 4.11859 5. 422E-04 1.943 0.08010 1. 648E-04 15.610 0.64361 7 .746E-05 44.888 1.85080 3. 602E-05 87.222 3.59631 1.577E-05 94.333 3.88952 3.260E-06 100.000 4.12317 4 .769E-04 1.998 0.08239 1. 503E-04 15.665 0.64590 7. 160E-05 54.610 2.25167 3.126E-05 88.166 3.63525 1. 449E-05 95.222 3.92617 3. 672E-04 2.665 0.10988 1. 503E-04 15.721 0.64819 6.516E-05 55.166 2.27458 3. 108E-05 88.278 3.63983 1.179E-05 95.444 3.93533 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 17 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=7)=8) =0.022 0.080 0.345 1.121 1.748 2.755 3.099 K I XQSAVE(K,I) 2 1 -6.01579 2 2 -7.09335 2 3 -7.51984 2 4 -8.32075 2 5 -8.95670 2 6 -9.26047 2 7 -9.76542 2 8 -9.94552 6.790E-04 4.320E-04 3.271E-04 2.225E-04 1.797E-04 1.535E-04 1.353E-04 1.208E-04 1. 088E-04 9. 916E-05 8. 931E-05 7. 962E-05 7. 165E-05 6.498E-05 5. 932E-05 5. 356E-05 4.816E-05 2.013E-04 ANNUAL AVERAGE 2.XQINT(K,I)
XQSLOP(K,I)
-10.98864
-1.10855-11.27876
-1.19111-13.07995
-1.76187-12.42971
-1.52115-12.93457
-1.74227-14.84290
-2.64721-16.46581
-3.49333 NUMXQ(K)=
8 0.041 0.124 0.206 0.412 0.618 0.825 1.031 1.237 1.443 1.649 1.855 2.062 2.268 2.474 2. 680 2.886 3.092 0.5 90E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 12.13 K= 2 FIVEXQ(K)=
2.013E-04 FIVEPR (K) =12. 127 j CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. 1B APPENDIX BB-5 PAGE NO. 18 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A B B B B B B C C C C C C C C D D D D D D D D D D D E E 2.1 3.1 4.1 5.2 6.2 8.2 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.06 0. 63 0.69 0.44 0.31 0.19 0.06 0.31 0.50 0.57 0.19 0.50 0.06 0.57 0.82 1.01 0.82 0.63 0.25 0.13 0.01 1.01 3.27 4.53 10.39 8.57 8.88 7.62 13.67 5.35 1.01 0.02 1.89 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 36.3 36.3 36.3 1. 684E-05 1. 126E-05 8. 474E-06 6.7 94E-06 5. 675E-06 4.263E-06 4.947E-05 3.308E-05 2.490E-05 1. 996E-05 1.667E-05 1.252E-05 1.332E-04 1 .014E-04 6.778E-05 5. 102E-05 4.091E-05 3. 416E-05 2. 567E-05 2 .064E-05 7.150E-04 2.434E-04 1. 648E-04 1 .289E-04 1.111E-04 1. OOOE-04 9.219E-05 8. 456E-05 6.352E-05 5. 107E-05 2.080E-05 1. 602E-05 1. 071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 4 .299E-05 2. 875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 1.018E-04 7. 746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 8.108E-04 2. 760E-04 1. 869E-04 1. 422E-04 9. 511E-05 7.160E-05 5. 740E-05 4.794E-05 3. 602E-05 2.896E-05 1.179E-05 1. 602E-05 1.071E-05 8. 061E-06 6.4 63E-06 5. 398E-06 4. 055E-06 4 .299E-05 2.875E-05 2.164E-05 1.735E-05 1. 449E-05 1. 089E-05 1. 018E-04 7.74 6E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1. 577E-05 7.150E-04 2. 434E-04 1. 648E-04 1 .289E-04 9. 511E-05 7. 160E-05 5. 740E-05 4.794E-05 3. 602E-05 2. 896E-05 1. 179E-05 0.4 1.1 25.8 11.9 77.3 25.8 11.9 77.3 9.242E-04 1.102E-03 9.242E-04 3.146E-04 3.751E-04 3.146E-04 CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. 1B APPENDIX BB-5 PAGE NO. 19 of 163 E E E E E E E F F F F F F G G G G 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.I 1.6 2.1 3.2 4.2 0.4 1.1 1.6 2.1 1.95 1.89 5.42 5.73 3.21 2.33 0.50 0.01 1.13 0.44 0.57 0.88 0.25 0.01 0.50 0.13 0.06 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 77.3 72.4 48.4 36.4 29.2 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 73.7 73.7 73.7 66.1 2. 131E-04 1. 732E-04 1. 732E-04 1.732E-04 1.732E-04 1. 639E-04 1. 232E-04 1. 593E-03 5.422E-04 3. 672E-04 3.038E-04 3. 376E-04 3. 636E-04 2. 440E-03 8. 306E-04 5. 625E-04 4. 769E-04 2. 541E-04 1. 933E-04 1.293E-04 9.731E-05 7. 802E-05 6. 516E-05 4.895E-05 2. 123E-03 7.229E-04 4 .896E-04 3. 725E-04 2 491E-04 1. 875E-04 4. 879E-03 1. 661E-03 1.125E-03 8. 560E-04 2.131E-04 1.732E-04 1 .293E-04 9. 731E-05 7. 802E-05 6.516E-05 4. 895E-05 1. 593E-03 5.422E-04 3. 672E-04 3. 038E-04 2 .491E-04 1. 875E-04 2.440E-03 8. 306E-04 5. 625E-04 4. 769E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB ] APPENDIX BB-5 F PAGE NO. 20 of 163 ]USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 0.009 0.00032 3.038E-04 4.776 0.17373 9.731E-05 29.779 1.08314 4.299E-05 72.730 2.64538 1. 602E-05 95.906 3.48836 1. 593E-03 0.019 0.00068 2. 491E-04 5.658 0.20580 9. 511E-05 40.170 1.46110 3. 899E-05 73.738 2.68204 1.577E-05 96.032 3.49294 9. 242E-04 0.040 0.00146 2.434E-04 6.666 0.24245 7. 802E-05 43.382 1.57792 3. 602E-05 87.404 3.17912 1.449E-05 96.221 3.49981 8. 306E-04 0.544 0.01978 2.131E-04 8.618 0.31346 7.746E-05 43.949 1.59854 3.126E-05 88.223 3.20889 1. 179E-05 97.229 3.53646 7.150E-04 0.557 0.02026 1.875E-04 8.870 0.32263 7.160E-05 52.514 1.91007 2.896E-05 93.576 3.40360 1. 089E-05 97.733 3.55479 5. 625E-04 0.683 0.02484 1. 732E-04 10.759 0.39135 6.516E-05 54.844 1.99483 2. 875E-05 93.891 3.41506 1.071E-05 98.363 3.57770 5. 422E-04 1.816 0.06607 1 .648E-04 14.034 0.51046 5. 740E-05 63.724 2.31782 2. 611E-05 94.521 3.43796 8. 061E-06 99.055 3.60289 4. 769E-04 1.879 0.06836 1.293E-04 19.450 0.70746 5. 179E-05 64.543 2.34760 2.164E-05 95.025 3.45629 6. 463E-06 99.496 3.61893 OR EXCEEDED.3.672E-04 2.320 0.08440 1.289E-04 23.985 0.87239 4.895E-05 65.047 2.36592 1.961E-05 95.277 3.46545 5.398E-06 99.811 3.63038 3. 146E-04 4.210 0.15312 1. 018E-04 24.048 0.87468 4. 794E-05 72.667 2.64309 1. 735E-05 95.843 3.48607 4. 055E-06 100.000 3.63725 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B [ APPENDIX BB-5 I PAGE NO.21 of 163 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=9)=0.020 0.066 0.313 0.871 1.459 1.908 2.315 2.640 K I XQSAVE(K,I) 3 1 -6.01579 3 2 -7.09335 3 3 -7.51984 3 4 -8.45385 3 5 -8.95670 3 6 -9.26047 3 7 -9.54448 3 8 -9.76542 3 9 -9.94552 6.727E-04 4.068E-04 2.998E-04 1.987E-04 1.635E-04 1.415E-04 1.259E-04 1.132E-04 1.034E-04 9.536E-05 8.444E-05 7.548E-05 6.795E-05 6.153E-05 5.588E-05 5.048E-05 1.706E-04 ANNUAL AVERAGE = 2.XQINT(K,I)
XQSLOP (K, I)-11.03820
-1.11338-11.65071
-1.28626-13.79758
-1.95474-12.31345
-1.41185-12.62956
-1.54480-15.00660
-2.63472-15.23007
-2.74252-16.16322
-3.21083 NUMXQ(K)=
9 0.036 0.109 0.182 0.364 0.546 0.727 0.909 1.091 1.273 1.455 1. 637 1.819 2.000 2.182 2.364 2.546 0.5 44E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35. 000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 13.75 K= 3 FIVEXQ(K)=
1.706E-04 FIVEPR (K) =13. 747 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 22 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WSW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)A A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.10 0.10 0.34 0.43 0.58 0.39 0.77 0.29 0.10 0.05 0.43 0.34 0.19 0.24 0 .68 0.19 0.05 0.19 0.58 0.43 0.82 0.34 0.48 0.05 0.01 0.82 2.17 2.56 7.62 9.07 13.12 9.21 11.19 1.78 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MEANDER BLDG WAKE CA=1459.SQ.METERS USED 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 36.3 36.3 3.267E-05 1. 684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4.263E-06 3. 428E-06 9. 599E-05 6. 501E-05 3. 308E-05 2.4 90E-05 1. 996E-05 1. 667E-05 1.252E-05 1. 007E-05 1.332E-04 1.014E-04 6. 778E-05 5. 102E-05 4.091E-05 3. 416E-05 2. 567E-05 2.064E-05 7.150E-04 2. 434E-04 1. 648E-04 1.289E-04 1.111E-04 1. OOOE-04 9.219E-05 8. 456E-05 6. 352E-05 5. 107E-05 3. 108E-05 1.602E-05 1.071E-05 8. 061E-06 6.463E-06 5.398E-06 4. 055E-06 3.260E-06 8.343E-05 5. 650E-05 2. 875E-05 2 164E-05 1. 735E-05 1. 449E-05 1.089E-05 8 .752E-06 1.018E-04 7 .746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1.961E-05 1.577E-05 8. 108E-04 2. 760E-04 1.869E-04 1.422E-04 9. 511E-05 7. 160E-05 5. 740E-05 4.794E-05 3. 602E-05 2. 896E-05 3.108E-05 1.602E-05 1.071E-05 8.061E-06 6. 463E-06 5 .398E-06 4.055E-06 3.260E-06 8.343E-05 5. 650E-05 2.875E-05 2.164E-05 1.735E-05 1.449E-05 1.089E-05 8.752E-06 1.018E-04 7.746E-05 5.179E-05 3.899E-05 3.126E-05 2.611E-05 1.961E-05 1.577E-05 7.150E-04 2.434E-04 1. 648E-04 1 .289E-04 9.511E-05 7.160E-05 5.740E-05 4.794E-05 3.602E-05 2.896E-05
[CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. 1B 1 APPENDIX BB-5 I PAGE NO.23 of 163 E E E E E E E E E E F F F F F F F F G G G G G G G 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 8.4 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 0.01 1.30 2.07 2.07 6.18 6.61 5.31 2.99 1.74 0.05 0.00 0.43 0.53 0.63 1.25 1.06 0.39 0.05 0.01 0.72 0.39 0.14 0.10 0.14 0.10 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 4.7 4.7 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 17.8 73.7 73.7 73.7 66.1 34.3 21.6 15.1 9. 242E-04 3. 146E-04 2.131E-04 1 .732E-04 1.732E-04 1. 732E-04 1 .732E-04 1. 639E-04 1.232E-04 9. 902E-05 1.593E-03 5. 422E-04 3. 672E-04 3.038E-04 3. 376E-04 3. 636E-04 3. 853E-04 2. 830E-04 2. 440E-03 8. 306E-04 5. 625E-04 4. 769E-04 6. 148E-04 7. 354E-04 8.454E-04 1.102E-03 3. 751E-04 2. 541E-04 1. 933E-04 1.293E-04 9. 731E-05 7.802E-05 6. 516E-05 4. 895E-05 3. 936E-05 2. 123E-03 7.229E-04 4. 896E-04 3. 725E-04 2. 491E-04 1. 875E-04 1.503E-04 9. 432E-05 4.879E-03 1.661E-03 1.125E-03 8. 560E-04 5.724E-04 4.308E-04 3.454E-04 9.242E-04 3. 146E-04 2 .131E-04 1 .732E-04 1.293E-04 9. 731E-05 7.802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 2 491E-04 1. 875E-04 1. 503E-04 9 .432E-05 2.440E-03 8. 306E-04 5.625E-04 4.769E-04 5.724E-04 4.308E-04 3. 454E-04 I CALCULATION NO. BYRO4-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGENO.24 of 1631 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. I B I.... .I ....... .. ... i APPENDIX BB-5 I PAGE NO. 24 of 163 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 0.013 0.017 0.00060 0.00078 3.672E-04 3.454E-04 2.502 2.599 0.11881 0.12339 1.503E-04 1.293E-04 14.370 20.545 0.68232 0.97553 7.160E-05 6.516E-05 52.095 55.086 2.47364 2.61566 3.126E-05 3.108E-05 92.281 92.378 4.38178 4.38636 1.449E-05 1.089E-05 96.334 97.009 4.57420 4.60627 X/Q PERCENTILES
: 9. 242E-04 0.031 0.00148 3.14 6E-04 3.901 0.18524 1.289E-04 23.102 1.09693 5.740E-05 68.208 3.23873 2. 896E-05 94.163 4.47112 1.071E-05 97.347 4.62230 8. 306E-04 0.755 0.03584 3. 038E-04 4.528 0.21502 1. 018E-04 23.150 1.09923 5. 650E-05 68.257 3.24102 2. 875E-05 94.597 4.49173 8. 752E-06 97.540 4.63147 7. 150E-04 0.765 0.03635 2.4 91E-04 5.783 0.27458 9. 731E-05 29.759 1.41305 5. 179E-05 68.835 3.26851 2. 611E-05 94.935 4.50777 8.061E-06 97.974 4.65208 5.724E-04 0.862 0.04093 2 .434E-04 6.603 0.31352 9. 511E-05 37.381 1.77498 4. 895E-05 70.572 3.35097 2.164E-05 95.272 4.52380 6.463E-06 98.553 4.67957 5. 625E-04 1.248 0.05925 2.131E-04 8.677 0.41202 9. 432E-05 37.430 1.77727 4.794E-05 79.786 3.78849 1. 961E-05 95.755 4.54671 5. 398E-06 98.939 4.69790 5. 422E-04 1.682 0.07987 1.875E-04 9.739 0.46241 8. 343E-05 37.526 1.78185 3. 936E-05 79.835 3.79078 1.735E-05 95.948 4.55587 4. 055E-06 99.711 4.73455 OR EXCEEDED.4.769E-04 1.827 0.08674 1.732E-04 11.813 0.56091 7.802E-05 42.833 2.03383 3.899E-05 80.269 3.81140 1.602E-05 96.044 4.56046 3.260E-06 100.000 4.74829 4. 308E-04 1.972 0.09361 1. 648E-04 13.984 0.66399 7 .746E-05 43.026 2.04299 3. 602E-05 91.461 4.34284 1.577E-05 96.092 4.56275 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 I PAGE NO.25 of 163 PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=0.036 0.080 0.412 1.096 1.773 3.236 3.785 K 4 4 4 4 4 4 4 4 I XQSAVE(K, 1 -6.015 2 -7.093: 3 -7.5198 4 -8.4531 5 -8.956 6 -9.2604 7 -9.7654 8 -9.945!7. 172E-04 3. 962E-04 2. 963E-04 1. 988E-04 1. 620E-04 1. 393E-04 1.228E-04 1. 096E-04 9. 927E-05 9. 007E-05 8. 181E-05 7. 496E-05 6. 916E-05 6. 420E-05 5. 988E-05 5.574E-05 5. 150E-05 I) XQINT(K,I)
XQSLOP(K,I) 79 -10.76639
-1.08565 35 -13.46113
-1.88215 84 -13.25366
-1.81642 85 -12.24396
-1.43432 70 -12.64402
-1.60887 47 -13.41133
-1.97373 42 -14.44795
-2.53490 52 NUMXQ(K)=
8 0.047 0.142 0.237 0.475 0.712 0.950 1.187 1.424 1. 662 1.899 2.137 2.374 2.612 2.849 3.086 3.324 3.561 0.5 3.13E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 10.53 1. 938E-04 ANNUAL AVERAGE =K= 4 FIVEXQ(K)=
1.938E-04 FIVEPR(K)=I0.530 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B APPENDIX BB-5 PAGE NO. 26 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE W SECTOR STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=I459.SQ.METERS A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.08 0.12 0.56 1.01 0.73 0.04 0.08 0.08 0.12 0.12 0.56 0.85 0.61 0.16 0.08 0.04 0.16 0.40 1. 98 1.17 0.44 0.20 0.08 0.01 0.89 2.38 4.32 11.86 9.00 6.90 2.87 1.41 0.04 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 36.3 36.3 3 .267E-05 1. 684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4 .263E-06 9. 599E-05 6. 501E-05 4. 947E-05 3. 308E-05 2 .490E-05 1. 996E-05 1. 667E-05 1. 252E-05 1. 967E-04 1.332E-04 1.014E-04 6. 778E-05 5. 102E-05 4. 091E-05 3. 416E-05 2.567E-05 7.150E-04 2.434E-04 1. 648E-04 1. 289E-04 1.11lE-04 1. OOOE-04 9.219E-05 8. 456E-05 6. 352E-05 5. 107E-05 3. 108E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 8. 343E-05 5. 650E-05 4.299E-05 2. 875E-05 2. 164E-05 1.735E-05 1. 449E-05 1. 089E-05 1.503E-04 1.018E-04 7.74 6E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 8. 108E-04 2. 760E-04 1. 869E-04 1. 422E-04 9.511E-05 7. 160E-05 5. 740E-05 4.794E-05 3. 602E-05 2. 896E-05 3 108E-05 1. 602E-05 1. 071E-05 8 .061E-06 6.463E-06 5. 398E-06 4. 055E-06 8 .343E-05 5. 650E-05 4 .299E-05 2. 875E-05 2 .164E-05 1. 735E-05 1. 449E-05 1. 089E-05 1 .503E-04 1.018E-04 7.746E-05 5. 179E-05 3. 899E-05 3.126E-05 2. 611E-05 1. 961E-05 7. 150E-04 2.434E-04 1. 648E-04 1 .289E-04 9. 511E-05 7.160E-05 5. 740E-05 4.794E-05 3. 602E-05 2. 896E-05 I CALCULATION NO. BYR04-050 BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO.27 of 163 E E E E E E E E E F F F F F F F G G G G G G G 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 4.2 6.3 0.02 1.49 3.79 6.21 13.28 6.01 1.61 0.65 0.28 0.01 0.61 2.18 4.12 4.68 0.89 0.04 0.01 0.69 1.17 1.41 1.21 0.24 0.04 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 4.7 4.7 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 73.7 73.7 73.7 66.1 34.3 21.6 12.3 9.242E-04 3. 146E-04 2. 131E-04 1.732E-04 1.732E-04 1. 732E-04 1.732E-04 1. 639E-04 1.232E-04 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3.376E-04 3. 636E-04 3. 853E-04 2. 440E-03 8.306E-04 5. 625E-04 4.769E-04 6. 148E-04 7. 354E-04 8. 656E-04 1. 102E-03 3.751E-04 2. 541E-04 1. 933E-04 1.293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 2. 123E-03 7.229E-04 4.896E-04 3.725E-04 2. 491E-04 1.875E-04 1.503E-04 4. 879E-03 1. 661E-03 1.125E-03 8.560E-04 5. 724E-04 4. 308E-04 2. 885E-04 9. 242E-04 3 146E-04 2. 131E-04 1. 732E-04 1. 293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 1. 593E-03 5.422E-04 3. 672E-04 3. 038E-04 2.491E-04 1.875E-04 1. 503E-04 2. 440E-03 8. 306E-04 5. 625E-04 4.769E-04 5. 724E-04 4. 308E-04 2. 885E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
W SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
.............
I .........
.... I I APPENDIX BB-5 I PAGEP NO. 285 of 163 1 APPENDIX.....
I PAiIU2 t l iI BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.OR EXCEEDED.2.440E-03 1.593E-03 9.242E-04 8.306E-04 0.012 0.017 0.034 0.720 0.00069 0.00098 0.00194 0.04088 3.672E-04 3.146E-04 3.038E-04 2.885E-04 7.551 9.044 13.160 13.201 0.42866 0.51342 0.74707 0.74936 1.503E-04 1.503E-04 1.293E-04 1.289E-04 32.086 32.126 45.402 49.720 1.82140 1.82369 2.57733 2.82243 7.160E-05 6.516E-05 5.740E-05 5.650E-05 78.855 79.501 86.401 86.522 4.47631 4.51296 4.90467 4.91154 3.126E-05 3.108E-05 2.896E-05 2.875E-05 94.794 94.875 94.915 95.480 5.38113 5.38571 5.38800 5.42007 1.089E-05 1.071E-05 8.061E-06 6.463E-06 97.579 98.144 99.153 99.879 5.53919 5.57125 5.62852 5.66975 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)7.150E-04 0.732 0.04153 2.4 91E-04 17.882 1.01508 1.018E-04 49.882 2.83159 5. 179E-05 88.499 5.02378 2. 611E-05 95.682 5.43152 5. 398E-06 99.919 5.67205 5. 724E-04 1.942 0.11025 2. 434E-04 18.769 1.06547 9. 731E-05 55.894 3.17290 4. 895E-05 88.782 5.03982 2. 164E-05 96.530 5.47963 4. 055E-06 100.000 5.67663 5. 625E-04 3.112 0.17668 2. 131E-04 22.563 1.28080 9. 511E-05 67.758 3.84637 4. 794E-05 91.647 5.20245 1. 961E-05 96.610 5.48421 5. 422E-04 3.718 0.21105 1.875E-04 23.450 1.33119 8. 343E-05 67.839 3.85095 4.299E-05 91.768 5.20933 1.735E-05 97.216 5.51857 4 .769E-04 5.130 0.29122 1. 732E-04 29.665 1.68396 7. 802E-05 69.453 3.94258 3. 899E-05 92.938 5.27576 1. 602E-05 97.337 5.52544 4.308E-04 5.372 0.30496 1. 648E-04 32.046 1.81911 7.74 6E-05 69.856 3.96548 3. 602E-05 94.351 5.35593 1 .449E-05 97.498 5.53460 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 I PAGE NO. 29 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)6)=7)=8)9)=0.211 0.291 0.746 1.064 2.820 3.843 4.473 4.901 K I XQSAVE(K,I) 5 1 -6.01579 5 2 -7.51984 5 3 -7.64824 5 4 -8.09920 5 5 -8.32075 5 6 -8.95670 5 7 -9.26047 5 8 -9.54448 5 9 -9.76542 8. 072E-04 5. 804E-04 4. 819E-04 3. 481E-04 2. 803E-04 2. 341E-04 2. 037E-04 1. 813E-04 1. 638E-04 1.498E-04 1. 381E-04 1. 282E-04 1.169E-04 1. 074E-04 9.917E-05 8. 955E-05 7.871E-05 6.916E-05 5.973E-05 3.702E-04 ANNUAL AVERAGE 5.XQINT(K,I)
XQSLOP(K,I)
-10.41432
-1.01152-11.06537
-1.23904-11.49089
-1.39333-12.20567
-1.68697-12.02919
-1.61034-13.13290
-2.18881-16.34580
-4.00483-18.12093
-5.05008 NUMXQ(K)=
9 0.057 0.170 0.284 0.568 0.851 1.135 1.419 1.703 1.987 2.271 2.554 2.838 3.122 3.406 3.690 3.974 4.257 4.541 4.825 0.5 73E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 8.81 K= 5 FIVEXQ(K)=
3.702E-04 FIVEPR (K) = 8.808 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 F PAGE NO.30 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WNW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.15 0.10 0.39 0.69 0.44 0.20 0.30 0.15 0.25 0.79 0.59 0.64 0.34 0.05 0.05 0.10 0.44 1.23 0.69 0.59 0.10 0.15 0.10 0.01 0.64 2.41 3.89 7.98 5.91 5.66 3.05 3.89 1.48 0.34 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 36.3 36.3 36.3 2 .213E-05 1.684E-05 1. 126E-05 8.474E-06 6.794E-06 5. 675E-06 4.263E-06 6.501E-05 4.947E-05 3. 308E-05 2.4 90E-05 1. 996E-05 1.667E-05 1.252E-05 1.007E-05 1.332E-04 1. 014E-04 6.778E-05 5.102E-05 4.091E-05 3.416E-05 2.567E-05 2.064E-05 7 .150E-04 2.434E-04 1. 648E-04 1 .289E-04 1.111E-04 1. OOOE-04 9.219E-05 8.456E-05 6.352E-05 5. 107E-05 2.080E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 5. 650E-05 4.299E-05 2.875E-05 2.164E-05 1.735E-05 1.449E-05 1.089E-05 8.752E-06 1.018E-04 7.746E-05 5. 179E-05 3.899E-05 3.126E-05 2.611E-05 1.961E-05 1.577E-05 8. 108E-04 2.760E-04 1. 869E-04 1.422E-04 9.511E-05 7.160E-05 5. 740E-05 4.794E-05 3. 602E-05 2.896E-05 1. 179E-05 2.105E-05 1.602E-05 1.071E-05 8.061E-06 6. 463E-06 5. 398E-06 4. 055E-06 5. 650E-05 4.299E-05 2.875E-05 2.164E-05 1.735E-05 1.449E-05 1.089E-05 8 .752E-06 1. 018E-04 7.746E-05 5. 179E-05 3.899E-05 3.126E-05 2.611E-05 1.961E-05 1.577E-05 7.150E-04 2.434E-04 1. 648E-04 1 .289E-04 9.511E-05 7.160E-05 5.740E-05 4.794E-05 3.602E-05 2.896E-05 1.179E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 31 of 163 E E E E E E E E E E E F F F F F F F F G G G G G G G 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 0.01 0.98 2.31 3.99 8.42 5.37 3.50 1.72 1.92 0.79 0.30 0.01 0.69 1.67 3.10 7.88 4.78 0.98 0.10 0.01 0.49 1.48 1.38 2.66 1.53 0.15 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 4.7 4.7 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 17.8 73.7 73.7 73.7 66.1 34.3 21.6 15.1 9. 242E-04 3. 146E-04 2 131E-04 1. 732E-04 1. 732E-04 1. 732E-04 1. 732E-04 1. 639E-04 1. 232E-04 9. 902E-05 4. 033E-05 1. 5 93E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 3. 636E-04 3. 853E-04 3. 767E-04 2 .440E-03 8. 306E-04 5. 625E-04 4. 769E-04 6. 148E-04 7. 354E-04 8. 454E-04 1.102E-03 3. 751E-04 2.541E-04 1. 933E-04 1.293E-04 9.731E-05 7. 802E-05 6. 516E-05 4.895E-05 3. 936E-05 1. 603E-05 2. 123E-03 7.229E-04 4. 896E-04 3. 725E-04 2.4 91E-04 1. 875E-04 1.503E-04 1.256E-04 4. 879E-03 1. 661E-03 1.125E-03 8. 560E-04 5.724E-04 4.308E-04 3. 454E-04 9.242E-04 3 .146E-04 2. 131E-04 1.732E-04 1 .293E-04 9. 731E-05 7. 802E-05 6.516E-05 4. 895E-05 3. 936E-05 1. 603E-05 1. 593E-03 5.422E-04 3. 672E-04 3. 038E-04 2. 491E-04 1. 875E-04 1. 503E-04 1. 256E-04 2.440E-03 8. 306E-04 5. 625E-04 4. 769E-04 5. 724E-04 4. 308E-04 3.454E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I KRNOR REV. NO. 1B I........ .I ....... .. ... I APPENDIX BB-5 APPENDIX...
BB- I ...........
.. ...3 I LCLUAINNO YO-5, R-404- I IO E.N.l PEDXR- I P iEO2cf13I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440F-03 1.593E-03 0.009 0.015 0.00040 0.00068 3.672E-04 3.454E-04 9.932 10.080 0.46201 0.46888 1.503E-04 1.293E-04 37.164 45.585 1.72876 2.12047 6.516E-05 5.740E-05 74,590 80.253 3.46969 3.73312 3.126F-05 2.896E-05 92,810 94.288 4.31724 4.38596 1.577K-05 1.449E-05 97.193 97.538 4.52111 4.53715 X/Q PERCENTILES
: 9. 242E-04 0.026 0.00120 3. 146E-04 11.065 0.51470 1 .289E-04 49.475 2.30144 5.650E-05 80.401 3.73999 2.875E-05 95.076 4.42261 1.179E-05 97.882 4.55318 8. 306E-04 0.518 0.02411 3. 038E-04 14.167 0.65901 1 .256E-04 49.574 2.30602 5. 179E-05 81.632 3.79725 2.611E-05 95.174 4.42719 1.089E-05 97.932 4.55547 7.150E-04 0.526 0.02449 2.4 91E-04 22.046 1.02552 1.018E-04 49.672 2.31060 4.895E-05 83.552 3.88659 2.164E-05 95.765 4.45468 1.071E-05 98.326 4.57380 5. 724E-04 3.186 0.14819 2. 434E-04 22.686 1.05530 9.731E-05 55.040 2.56028 4.794E-05 86.606 4.02861 2.105E-05 95.913 4.46156 8. 752E-06 98.375 4.57609 5. 625E-04 4.663 0.21691 2. 131E-04 25.001 1.16296 9.511E-05 63.018 2.93137 4.299E-05 86.852 4.04007 1.961E-05.96.060 4.46843 8. 061E-06 99.064 4.60816 5. 422E-04 5.352 0.24898 1. 875E-04 29.778 1.38516 7.802E-05 66.514 3.09401 3.936E-05 87.640 4.07672 1.735E-05 96.701 4.49821 6. 463E-06 99.508 4.62878 OR EXCEEDED.4 .769E-04 6.731 0.31312 1.732E-04 33.766 1.57071 7.746E-05 66.957 3.11463 3.899E-05 88.329 4.10879 1.603E-05 96.996 4.51195 5.398E-06 99.705 4.63794 4. 308E-04 8.258 0.38413 1. 648E-04 36.179 1.68295 7.160E-05 72.866 3.38951 3.602E-05 92.219 4.28975 1.602E-05 97.095 4.51653 4. 055E-06 100.000 4.65168 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 T PAGENO.33 of 163 1 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 3)=4)=5)=6)=7)=8)=1.024 2.299 2.929 3.386 3.730 4.025 K 6 6 6 6 6 6 6 6 I XQSAVE(K, 1 -6.0157 2 -7.5198 3 -8.297 4 -8.956 5 -9.260'6 -9.544'7 -9.765'8 -9.9455 8.560E-04 6. 395E-04 5.531E-04 3. 903E-04 3.116E-04 2 .639E-04 2 .259E-04 1. 955E-04 1.725E-04 1.544E-04 1. 398E-04 1.272E-04 1. 130E-04 1. 013E-04 8. 957E-05 7. 750E-05 6. 705E-05 5. 782E-05 5. 012E-05 I) XQINT(K,I)
XQSLOP(K,I) 79 -10.07285
-0.90896 84 -11.96591
-1.58296 70 -13.04394
-2.04816 70 -14.77618
-2.91621 47 -17.57716
-4.39711 48 -18.74329
-5.03546 42 -18.89664
-5.12147 52 NUMXQ(K)=
8 0.047 0.140 0.233 0.465 0.698 0.930 1.163 1.396 1. 628 1.861 2.093 2.326 2.558 2.791 3.024 3.256 3.489 3.721 3.954 0.5 4.54E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 10.75 3. 753E-04 ANNUAL AVERAGE =K= 6 FIVEXQ(K)=
3.753E-04 FIVEPR(K)=10.749 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 34 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 1i ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/16, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.13 0.09 0.18 0.31 0.45 0.40 0.31 0.09 0.13 0.40 0.98 0.67 0.45 0.18 0.22 0.09 0.58 1.47 0.89 1.03 0.45 0.22 0.22 0.01 0.80 1.69 2.09 7.31 7.09 6.77 3.43 3.74 1.20 0.04 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 MEANDER-SY METERS 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 36.3 36.3 36.3 MEANDER BLDG WAKE CA=1459.SQ.METERS USED** CHI/Q VALUES (SEC/CUBIC METER)2 .213E-05 1. 684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4.263E-06 6. 501E-05 4.947E-05 3. 308E-05 2.4 90E-05 1. 996E-05 1. 667E-05 1.252E-05 1. 007E-05 1.332E-04 1. 014E-04 6.778E-05 5. 102E-05 4.091E-05 3. 416E-05 2 .567E-05 2. 064E-05 7. 150E-04 2.434E-04 1. 648E-04 1.289E-04 1.111E-04 1. OOOE-04 9.219E-05 8. 456E-05 6.352E-05 5. 107E-05 2. 080E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6.463E-06 5. 398E-06 4. 055E-06 5. 650E-05 4.299E-05 2.875E-05 2. 164E-05 1.735E-05 1.449E-05 1.089E-05 8.752E-06 1.018E-04 7. 746E-05 5. 179E-05 3. 899E-05 3.126E-05 2. 611E-05 1. 961E-05 1.577E-05 8. 108E-04 2.760E-04 1. 869E-04 1. 422E-04 9. 511E-05 7. 160E-05 5 .740E-05 4. 794E-05 3. 602E-05 2 896E-05 1. 179E-05 2. 105E-05 1. 602E-05 1. 071E-05 8. 061E-06 6. 463E-06 5.398E-06 4.055E-06 5. 650E-05 4.299E-05 2.875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8.752E-06 1.018E-04 7 .746E-05 5. 179E-05 3. 899E-05 3.126E-05 2. 611E-05 1.961E-05 1.577E-05 7.150E-04 2.434E-04 1. 648E-04 1 .289E-04 9.511E-05 7.160E-05 5.740E-05 4.794E-05 3.602E-05 2. 896E-05 1.179E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 11B APPENDIX BB-5 I PAGENO.35 of 163 E E E E E E E E E E E F F F F F F F F G G G G G G G 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.01 1.20 1.96 2.23 8.96 7.53 5.04 2.27 1.07 0.45 0.04 0.00 0.45 1.34 1.96 9.45 4.77 0.89 0.04 0.01 0.49 0.62 0.76 2.76 1.34 0.22 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 4.7 4.7 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 17.8 73.7 73.7 73.7 66.1 34.3 21.6 15.1 9.242E-04 3. 146E-04 2.131E-04 1.732E-04 1.732E-04 1.732E-04 1.732E-04 I. 639E-04 1.232E-04 9. 902E-05 4. 033E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 3. 636E-04 3. 853E-04 3.767E-04 2.440E-03 8.306E-04 5. 625E-04 4.769E-04 6. 148E-04 7. 354E-04 8. 454E-04 1. 102E-03 3. 751E-04 2. 541E-04 1. 933E-04 1 .293E-04 9. 731E-05 7. 802E-05 6.516E-05 4 895E-05 3. 936E-05 1. 603E-05 2. 123E-03 7 .229E-04 4. 896E-04 3. 725E-04 2 491E-04 1. 875E-04 1. 503E-04 1. 256E-04 4. 879E-03 1. 661E-03 1. 125E-03 8. 560E-04 5. 724E-04 4. 308E-04 3. 454E-04 9.242E-04 3.146E-04 2. 131E-04 1.732E-04 1 .293E-04 9. 731E-05 7. 802E-05 6.516E-05 4. 895E-05 3.936E-05 1. 603E-05 1. 593E-03 5.422E-04 3. 672E-04 3. 038E-04 2.491E-04 1 .875E-04 1 .503E-04 1. 256E-04 2.440E-03 8 .306E-04 5. 625E-04 4.769E-04 5.724E-04 4.308E-04 3. 454E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M; I MINOR REV. NO. lB I APPENDIX BB-5 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.I PAIJTINU.3j_2or Io.J 2.440E-03 1.593E-03 9.242E-04 8.306E-04 0.009 0.012 0.026 0.516 0.00044 0.00064 0.00134 0.02654 3.672E-04 3.454E-04 3.146E-04 3.038E-04 7.791 8.014 9.217 11.178 0.40045 0.41191 0.47376 0.57455 1.503E-04 1.293E-04 1.289E-04 1.256E-04 32.971 41.929 44.024 44.069 1.69469 2.15512 2.26278 2.26507 6.516E-05 5.740E-05 5.650E-05 5.179E-05 73.973 80.747 80.836 82.307 3.80213 4.15031 4.15489 4.23048 3.126E-05 2.896E-05 2.875E-05 2.611E-05 93.048 94.251 94.652 95.098 4.78254 4.84439 4.86501 4.88791 1.577E-05 1.449E-05 1.179E-05 1.089E-05 97.460 97.905 97.950 98.128 5.00932 5.03222 5.03452 5.04368 7. 150E-04 0.527 0.02707 2. 491E-04 20.626 1.06017 1.018E-04 44.158 2.26966 4 .895E-05 83.377 4.28546 2.164E-05 96.078 4.93831 1.071E-05 98.306 5.05284 5. 724E-04 3.290 0.16909 2. 434E-04 21.429 1.10140 9.731E-05 51.689 2.65678 4. 794E-05 86.808 4.46184 2. 105E-05 96.212 4.94518 8. 752E-06 98.529 5.06429 5. 625E-04 3.914 0.20116 2.131E-04 23.390 1.20219 9. 511E-05 58.998 3.03245 4.299E-05 86.942 4.46872 1. 961E-05 96.435 4.95663 8.061E-06 98.841 5.08033 5. 422E-04 4.359 0.22407 1. 875E-04 28.158 1.44730 7. 802E-05 64.035 3.29130 3. 936E-05 87.388 4.49162 1. 735E-05 97.103 4.99099 6. 463E-06 99.287 5.10324 4.769E-04 5.117 0.26301 1.732E-04 30.387 1.56183 7.74 6E-05 64.614 3.32108 3. 899E-05 88.279 4.53744 1. 603E-05 97.148 4.99328 5. 398E-06 99.688 5.12385 4.308E-04 6.454 0.33173 1. 648E-04 32.080 1.64888 7. 160E-05 71.700 3.68530 3. 602E-05 92.023 4.72985 1. 602E-05 97.237 4.99786 4. 055E-06 100.000 5.13989 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 37 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.224 1.059 1.100 2.260 3.030 3.682 4.147 4.458 K I XQSAVE(K,I) 7 1 -6.01579 7 2 -7.48309 7 3 -7.51984 7 4 -8.29770 7 5 -8.32075 7 6 -8.95670 7 7 -9.26047 7 8 -9.54448 7 9 -9.76542 7 10 -9.94552 8.231E-04 6.079E-04 5.088E-04 3.638E-04 2.955E-04 2.533E-04 2.136E-04 1. 823E-04 1. 590E-04 1. 408E-04 1. 260E-04 1. 131E-04 1. 024E-04 9.284E-05 8.269E-05 7.418E-05 6.589E-05 5.841E-05 5.053E-05 3.689E-04 ANNUAL AVERAGE = 4.XQINT(K,I)
XQSLOP(K,I)
-10.17798
-0.93681-10.57407
-1.07450-11.63194
-1.44666-11.97206
-1.59423-13.38486
-2.21109-13.77576
-2.40628-15.34216
-3.24104-16.73736
-4.02098-18.92969
-5.28538 NUMXQ(K)=
10 0.051 0.154 0.257 0.514 0.771 1.028 1.285 1.542 1.799 2.056 2.313 2.570 2.827 3.084 3.341 3.598 3.855 4.112 4.369 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 9.73 58E-06 K= 7 FIVEXQ(K)=
3.689E-04 FIVEPR (K) = 9.728 I CALCULATION NO. BYR04-050, BRW-04-0044-M.
I MINOR REV. NO. 1B I APPENDIX BB-5 F PAGE NO. 38 of 16377 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z METERS METERS METERS METERS METERS A A A A A A A A A B B B B B B B B B B C C C C C C C C C 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.03 0.03 0.44 0.62 0.62 0.30 0.74 0.15 0.03 0.03 0.03 0.03 0.35 0.35 0.59 0.27 0.38 0.18 0.03 0.03 0.21 0.35 0.77 0.92 0.74 0.24 0.06 0.15 0.00 0.18 1.00 1.42 5.43 6.65 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 MEANDER-SY METERS 90.2 90.2 90.2 90.2 90.2 90.2.90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 MEANDER BLDG WAKE CA=1459.SQ.METERS
** CHI/Q VALUES (SEC/CUBIC METER)USED 2. 213E-05 1. 684E-05 1. 126E-05 8 .474E-06 6.794E-06 5. 675E-06 4 .263E-06 3. 428E-06 1.396E-06 9.599E-05 6. 501E-05 4. 947E-05 3. 308E-05 2.4 90E-05 1. 996E-05 1. 667E-05 1.252E-05 1. 007E-05 4. 101E-06 1.332E-04 1.014E-04 6. 778E-05 5. 102E-05 4.091E-05 3. 416E-05 2. 567E-05 2.064E-05 8.404E-06 7. 150E-04 2.434E-04 1. 648E-04 1.289E-04 1. 11lE-04 1.OOOE-04 2. 105E-05 1. 602E-05 1.071E-05 8.061E-06 6. 463E-06 5.398E-06 4.055E-06 3.260E-06 1.328E-06 8.343E-05 5. 650E-05 4.299E-05 2. 875E-05 2. 164E-05 1.735E-05 1. 449E-05 1. 089E-05 8.752E-06 3.565E-06 1.018E-04 7.746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 6. 422E-06 8. 108E-04 2. 760E-04 1. 869E-04 1.422E-04 9. 511E-05 7.160E-05 2 l05E-05 1 602E-05 1. 071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4 055E-06 3.260E-06 1. 328E-06 8. 343E-05 5.650E-05 4.299E-05 2.875E-05 2.164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8.752E-06 3.565E-06 1.018E-04 7 .746E-05 5.179E-05 3. 899E-05 3.12 6E-05 2.611E-05 1. 961E-05 1.577E-05 6. 422E-06 7. 150E-04 2 434E-04 1. 648E-04 1 .289E-04 9. 511E-05 7 .160E-05 D D D D D D 0.4 1 .1 1.6 2.1 3.1 4.1 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO.39 of 163 D D D D D E E E E E E E E E E E F F F F F F F F F G G G G G G G G 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 6.70 4.84 5.97 1.65 0.62 0.01 0.80 1.24 1.62 6.53 7.24 5.61 3.96 3.10 0.50 0.18 0.01 0.62 1.24 1.57 8.12 5.91 2.95 0.35 0.12 0.01 0.44 1.03 0.56 1.77 0.95 0.41 0.03 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 36.3 36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 39.8 36.3 36.3 36.3 36.3 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 17.8 17.8 73.7 73.7 73.7 66.1 34.3 21.6 15.1 9.219E-05 8. 456E-05 6. 352E-05 5. 107E-05 2. 080E-05 9.242E-04 3.146E-04 2.131E-04 1. 732E-04 1. 732E-04 1. 732E-04 1.732E-04 1. 639E-04 1.232E-04 9. 902E-05 4. 033E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 3. 636E-04 3. 853E-04 3. 767E-04 2.830E-04 2.440E-03 8. 306E-04 5. 625E-04 4. 769E-04 6. 148E-04 7. 354E-04 8.454E-04 5.740E-05 4.794E-05 3. 602E-05 2. 896E-05 1.179E-05 1.102E-03 3.751E-04 2. 541E-04 1. 933E-04 1.293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 603E-05 2.123E-03 7. 229E-04 4. 896E-04 3. 725E-04 2.491E-04 1.875E-04 1.503E-04 1.256E-04 9. 432E-05 4. 879E-03 1. 661E-03 1.125E-03 8.560E-04 5. 724E-04 4.308E-04 3.454E-04 5. 740E-05 4.794E-05 3. 602E-05 2. 896E-05 1. 179E-05 9.242E-04 3.146E-04 2. 131E-04 1.732E-04 1. 293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 603E-05 1. 593E-03 5.422E-04 3. 672E-04 3. 038E-04 2.491E-04 1. 875E-04 1. 503E-04 1. 256E-04 9. 432E-05 2.440E-03 8. 306E-04 5. 625E-04 4. 769E-04 5.724E-04 4. 308E-04 3. 454E-04 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 4.7 4.7 4.7 4.7 4.7 4.7 4.7 12.3 4.7 12.3 8.656E-04 2.885E-04 2.885E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M:
I MINOR REV. NO. lB I APPENDIX BB-USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.5 I PAGE NO. 40 of 163 1 5 I PAGE NO. 40 of 163j 2.440E-03 1.593E-03 9.242E-04 8.306E-04 0.008 0.013 0.022 0.465 0.00060 0.00102 0.00172 0.03608 3.672E-04 3.454E-04 3.146E-04 3.038E-04 6.640 7.054 7.851 9.417 0.51501 0.54708 0.60893 0.73034 1.648E-04 1.503E-04 1.293E-04 1.289E-04 27.521 30.475 37.002 38.420 2.13453 2.36360 2.86984 2.97979 7.802E-05 7.746E-05 7.160E-05 6.516E-05 57.234 57.440 64.086 68.043 4.43896 4.45500 4.97040 5.27735 3.936E-05 3.899E-05 3.602E-05 3.126E-05 83.608 84.376 90.342 91.258 6.48455 6.54411 7.00682 7.07784 1.735E-05 1.603E-05 1.602E-05 1.577E-05 95.215 95.393 95.422 95.481 7.38479 7.39853 7.40082 7.40540 6.463E-06 6.422E-06 5.398E-06 4.055E-06 98.612 98.760 99.055 99.793 7.64822 7.65967 7.68258 7.73984 7. 150E-04 0.468 0.03626 2. 885E-04 9.446 0.73263 1 .256E-04 38.774 3.00728 5.740E-05 74.748 5.79734 2.8 96E-05 92.912 7.20611 1.449E-05 95.747 7.42602 3. 565E-06 99.823 7.74213 5.724E-04 2.240 0.17370 2. 491E-04 17.568 1.36257 1.018E-04 38.804 3.00957 5. 650E-05 74.777 5.79963 2. 875E-05 93.266 7.23360 1. 179E-05 96.367 7.47412 3.260E-06 99.970 7.75359 5. 625E-04 3.273 0.25387 2.434E-04 17.745 1.37631 9. 731E-05 46.040 3.57079 5. 179E-05 75.132 5.82712 2. 611E-05 94.004 7.29087 1. 089E-05 96.751 7.50390 1.328E-06 100.000 7.75588 5. 422E-04 3.894 0.30198 2. 131E-04 18.986 1.47252 9. 511E-05 51.474 3.99228 4.895E-05 78.233 6.06764 2. 164E-05 94.359 7.31836 1. 071E-05 97.194 7.53826 OR EXCEEDED.4.769E-04 4.455 0.34550 1.875E-04 24.893 1.93066 9.432E-05 51.592 4.00144 4.794E-05 83.077 6.44332 2.105E-05 94.388 7.32065 8.752E-06 97.371 7.55201 4. 308E-04 5.400 0.41880 1.732E-04 26.517 2.05665 8. 343E-05 51.622 4.00373 4. 299E-05 83.106 6.44561 1. 961E-05 94.625 7.33897 8. 061E-06 97.992 7.60011 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 41 of 163 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 3)=4)=5)=6)=7)=8)=1.361 2.977 3.989 4. 967 5.794 6.439 K I XQSAVE(K,I) 8 1 -6.01579 8 2 -7.51984 8 3 -8.29770 8 4 -8.95670 8 5 -9.26047 8 6 -9.54448 8 7 -9.76542 8 8 -9.94552 7.983E-04 5.862E-04 4.808E-04 3.386E-04 2.721E-04 2.245E-04 1.869E-04 1.601E-04 1. 400E-04 1. 237E-04 1. 096E-04 9. 810E-05 8. 740E-05 7. 808E-05 7. 017E-05 6.313E-05 5.708E-05 5.115E-05 4.241E-04 ANNUAL AVERAGE = 6.XQINT(K,I)
XQSLOP(K,I)
-10.05396
-0.92284-11.49265
-1.44676-12.78726
-2.03300-13.28568
-2.29753-14.05019
-2.73390-14.35178
-2.91689-15.06350
-3.36954 NUMXQ(K)=
8 0.078 0.233 0.388 0.776 1.163 1.551 1.939 2.327 2.715 3.102 3.490 3.878 4.266 4.654 5.041 5.429 5.817 6.205 0.5.24E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 6.45 K= 8 FIVEXQ(K)=
4.241E-04 FIVEPR(K)=
6.447 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 42 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE N SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D 1.6 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.03 0.19 0.22 0.47 0.25 0.88 0.28 0.06 0.06 0.25 0.55 0.33 0.39 0.47 0.14 0.08 0.06 0.22 0.64 1.13 0.91 0.61 0.77 0.19 0.00 0.28 0.91 1.77 6.27 7.05 5.94 5.42 5.20 1.60 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 36.3 36.3 2.213E-05 1.126E-05 8.474E-06 6.794E-06 5. 675E-06 4.263E-06 3. 428E-06 1. 396E-06 6. 501E-05 3.308E-05 2.4 90E-05 1. 996E-05 1.667E-05 1.252E-05 1.007E-05 4. 101E-06 1.332E-04 1.014E-04 6. 778E-05 5. 102E-05 4.091E-05 3. 416E-05 2 .567E-05 2. 064E-05 7.150E-04 2. 434E-04 1. 648E-04 1.289E-04 1. 111E-04 1. OOOE-04 9.219E-05 8.456E-05 6.352E-05 5. 107E-05 2 l05E-05 1. 071E-05 8 .061E-06 6 .463E-06 5. 398E-06 4. 055E-06 3.260E-06 1. 328E-06 5. 650E-05 2. 875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8. 752E-06 3. 565E-06 1.018E-04 7. 746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2.611E-05 1. 961E-05 1.577E-05 8.108E-04 2. 760E-04 1.869E-04 1.422E-04 9.511E-05 7. 160E-05 5. 740E-05 4. 794E-05 3. 602E-05 2.896E-05 2.105E-05 1.071E-05 8.061E-06 6. 463E-06 5.398E-06 4. 055E-06 3.260E-06 1.328E-06 5. 650E-05 2. 875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8. 752E-06 3. 565E-06 1. 018E-04 7 .746E-05 5.179E-05 3.899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 7 .150E-04 2. 434E-04 1. 648E-04 1 .289E-04 9. 511E-05 7. 160E-05 5. 740E-05 4.794E-05 3. 602E-05 2. 896E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 43 of 163 I D E E E E E E E E E E E F F F F F F F F F G G G G G G G 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.06 0.01 0.77 1.66 2.49 7.10 6.69 6.05 3.81 3.95 0.55 0.03 0.01 0.58 1.82 2.65 6.47 3.21 1.13 0.33 0.03 0.01 0.69 1.49 1.91 2.29 0.50 0.08 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.36.3 16.8 36.3 2.080E-05 1.179E-05 1.179E-05 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 4.7 4-7 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 17.8 17.8 73.7 73.7 73.7 66.1 34.3 21.6 15.1 9.242E-04 3.146E-04 2. 131E-04 1.732E-04 1.732E-04 1.732E-04 1 .732E-04 1. 639E-04 1.232E-04 9. 902E-05 4.033E-05 1. 593E-03 5. 422E-04 3. 672E-04 3.038E-04 3.376E-04 3. 636E-04 3. 853E-04 3. 767E-04 2. 830E-04 2. 440E-03 8. 306E-04 5. 625E-04 4 .769E-04 6. 148E-04 7. 354E-04 8. 454E-04 1. 102E-03 3.751E-04 2.541E-04 1. 933E-04 1.293E-04 9. 731E-05 7.802E-05 6. 516E-05 4.895E-05 3. 936E-05 1. 603E-05 2. 123E-03 7. 229E-04 4. 896E-04 3. 725E-04 2. 4 91E-04 1. 875E-04 1. 503E-04 1. 256E-04 9. 432E-05 4. 879E-03 1. 661E-03 1. 125E-03 8. 560E-04 5. 724E-04 4. 308E-04 3. 454E-04 9. 242E-04 3 .146E-04 2.131E-04 1 .732E-04 1 .293E-04 9. 731E-05 7.802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 603E-05 1.593E-03 5.422E-04 3. 672E-04 3. 038E-04 2.4 91E-04 1. 875E-04 1. 503E-04 1. 256E-04 9. 432E-05 2.440E-03 8. 306E-04 5. 625E-04 4. 769E-04 5.724E-04 4. 308E-04 3. 454E-04 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
N SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX 151-5 I PALi, NU. 44 O 10 I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1,593E-03 9.242E-04 8.306E-04 0.012 0.017 0.026 0.717 0.00101 0.00143 0.00215 0.05942 3.672E-04 3,454E-04 3.146E-04 3.038E-04 9.316 9.399 10.173 12.826 0.77212 0.77899 0.84313 1.06304 1.503E-04 1.293E-04 1.289E-04 1.256E-04 28.968 36.071 37.840 38.171 2.40080 2.98950 3.13611 3.16360 7.160E-05 6.516E-05 5.740E-05 5.650E-05 64.539 68.353 74.296 74.351 5.34891 5.66503 6.15753 6.16211 3.126E-05 2.896E-05 2.875E-05 2.611E-05 92.150 93.754 94.002 94.610 7.63731 7.77017 7.79079 7.84118 1.449E-05 1.179E-05 1.089E-05 1.071E-05 96.904 96.960 97.430 97.623 8.03131 8.03589 8.07483 8.09087 7. 150E-04 0.720 0.05971 2. 491E-04 19.294 1.59906 1. 018E-04 38.227 3.16818 5. 179E-05 74.987 6.21479 2. 164E-05 95.163 7.88700 8. 752E-06 97.761 8.10232 5.724E-04 3.015 0.24984 2. 434E-04 19.570 1.62196 9.731E-05 44.915 3.72252 4.895E-05 78.939 6.54236 2.105E-05 95.191 7.88929 8.061E-06 97.982 8.12065 5. 625E-04 4.507 0.37354 2. 131E-04 21.229 1.75940 9. 511E-05 51.189 4.24251 4.794E-05 84.356 6.99134 1.961E-05 95.965 7.95343 6.463E-06 98.452 8.15959 5. 422E-04 5.087 0.42164 1. 875E-04 24.435 2.02512 9.432E-05 51.217 4.24480 3.936E-05 84.909 7.03715 1.735E-05 96.296 7.98091 5. 398E-06 98.701 8.18020 OR EXCEEDED.4.769E-04 6.995 0.57970 1.732E-04 26.922 2.23129 7.802E-05 57.270 4.74646 3.899E-05 86.042 7.13107 1.603E-05 96.324 7.98320 4.055E-06 99.585 8.25351 4.308E-04 7.492 0.62093 1. 648E-04 27.834 2.30688 7.746E-05 57.491 4.76479 3.602E-05 91.238 7.56172 1.577E-05 96.517 7.99924 3. 565E-06 99.668 8.26038 3. 260E-06 99.945 8.28329 1.328E-06 100.000 8.28787 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 45 of 163 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 3)=4)=5)=6)=7)=8)=9)=0.579 1.597 3.133 4.239 5.345 6.987 7.558 K 9 9 9 9 9 9 9 9 9 I XQSAVE(K,I) 1 -6.01579 2 -7.51984 3 -7.64824 4 -8.29770 5 -8.95670 6 -9.26047 7 -9.54448 8 -9.94552 9 -10.23154 8. 694E-04 6. 371E-04 5. 452E-04 3. 829E-04 2. 950E-04 2. 409E-04 1. 949E-04 1. 630E-04 1. 396E-04 1. 220E-04 1. 085E-04 9. 744E-05 8. 722E-05 7. 840E-05 7. 086E-05 6. 355E-05 5. 734E-05 5.200E-05 4. 664E-05 3. 787E-05 5. 065E-04 XQINT(K,I)
XQSLOP(K,I)
-9.95318 -0.92360-10.59682
-1.16790-11.96782
-1.71094-13.28366
-2.32436-13.05519
-2.20163-13.65772
-2.55121-14.31468
-2.95868-20.17927
-6.93003 NUMXQ(K)=
9 0.083 0.249 0.414 0.829 1.243 1.658 2.072 2.486 2. 901 3.315 3.730 4.144 4.558 4.973 5.387 5.802 6.216 6.630 7.045 7.459 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 6.03 ANNUAL AVERAGE = 7.35E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB K= 9 FIVEXQ(K)=
5.065E-04 FIVEPR(K)=
6.033 APPENDIX BB-5 I PAGENO. 46 of 163 I I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV.NO. 1B 1 APPENDIX BB-5 F PAGE NO. 47 of 163 I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNE SECTOR.STABILITY WINDSPEED FREQUENCY CLASS METER/SEC PERCENT AT 10.0 METERS DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.1 4.1 0.03 0.09 0.03 0.35 0.38 0.60 0.63 1.04 0.41 0.13 0.03 0.09 0.41 0.73 0.66 0.85 0.76 0.19 0.06 0.06 0.22 1.29 1.14 1.20 0.88 0.95 0.22 0.09 0.01 0.50 1.04 2.15 7.10 6.47 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 3.267E-05 2.213E-05 1. 684E-05 1. 126E-05 8 .474E-06 6.794E-06 5. 675E-06 4.263E-06 3. 428E-06 1.396E-06 6.501E-05 4. 947E-05 3. 308E-05 2. 490E-05 1. 996E-05 1. 667E-05 1.252E-05 1. 007E-05 4.101E-06 1. 332E-04 1.014E-04 6.778E-05 5. 102E-05 4.091E-05 3.416E-05 2. 567E-05 2. 064E-05 8.404E-06 7. 150E-04 2. 434E-04 1. 648E-04 1 .289E-04 1. 111E-04 1. OOOE-04 3. 108E-05 2. l05E-05 1. 602E-05 1. 071E-05 8.061E-06 6. 463E-06 5.398E-06 4 055E-06 3 .260E-06 1. 328E-06 5. 650E-05 4 .299E-05 2. 875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1.089E-05 8. 752E-06 3. 565E-06 1.018E-04 7.746E-05 5. 179E-05 3.899E-05 3.126E-05 2.611E-05 1.961E-05 1.577E-05 6. 422E-06 8. 108E-04 2. 760E-04 1. 869E-04 1.422E-04 9.511E-05 7.160E-05 3.108E-05 2.105E-05 1.602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3. 260E-06 1. 328E-06 5. 650E-05 4.299E-05 2. 875E-05 2.164E-05 1.735E-05 1.449E-05 1.089E-05 8.752E-06 3. 565E-06 1. 018E-04 7.746E-05 5.179E-05 3.899E-05 3.126E-05 2.611E-05 1.961E-05 1.577E-05 6. 422E-06 7.150E-04 2.434E-04 1. 648E-04 1. 289E-04 9. 511E-05 7.160E-05 D D D D D D I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO.48 of 163 D D D D D E E E E E E E E E E E F F F F F F F F G G G G G 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 5.99 4.92 6.97 2.40 0.44 0.01 1.10 2.24 2.84 6.56 5.43 5.02 4.67 4.48 1.55 0.03 0.01 0.95 2.30 3.22 2.71 1.20 0.13 0.03 0.02 1.36 1.33 1.07 0.22 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 36.3 36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 39.8 36.3 36.3 36.3 36.3 77.3 77.3 77. 3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 17.8 73.7 73.7 73.7 66.1 34.3 9.219E-05 8. 456E-05 6. 352E-05 5. 107E-05 2.080E-05 9.242E-04 3. 146E-04 2. 131E-04 1.732E-04 1. 732E-04 1. 732E-04 1 .732E-04 1. 639E-04 1.232E-04 9. 902E-05 4.033E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 3. 636E-04 3. 853E-04 3. 767E-04 2. 440E-03 8. 306E-04 5. 625E-04 4.769E-04 6. 148E-04 5.740E-05 4.794E-05 3. 602E-05 2. 896E-05 1.179E-05 1. 102E-03 3.751E-04 2. 541E-04 1. 933E-04 1. 293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4.895E-05 3. 936E-05 1. 603E-05 2. 123E-03 7.229E-04 4. 896E-04 3.725E-04 2. 491E-04 1.875E-04 1. 503E-04 1.256E-04 4.879E-03 1. 661E-03 1.125E-03 8. 560E-04 5. 724E-04 5.740E-05 4. 794E-05 3. 602E-05 2.896E-05 1.179E-05 9.242E-04 3.146E-04 2. 131E-04 1. 732E-04 1 .293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 603E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 2. 491E-04 1 .875E-04 1 .503E-04 1. 256E-04 2.440E-03 8. 306E-04 5. 625E-04 4 .769E-04 5. 724E-04 0.4 1.1 1.6 2.1 3.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 9.242E-04 8.306E-04 7.150E-04 5.724E-04 5.625E-04 5.422E-04 4.769E-04 0.024 0.032 0.045 1.401 1.408 1.629 2.954 3.900 4.973 0.00173 0.00233 0.00324 0.10174 0.10221 0.11824 0.21445 0.28317 0.36106 3.146E-04 3.038E-04 2.491E-04 2.434E-04 2.131E-04 1.875E-04 1.732E-04 1.648E-04 1.503E-04 8.380 11.598 14.311 14.816 17.056 18.255 21.095 22.136 22.262 0.60845 0.84210 1.03910 1.07575 1.23839 1.32544 1.53160 1.60719 1.61635 1.289E-04 1.256E-04 1.018E-04 9.731E-05 9.511E-05 7.802E-05 7.746E-05 7.160E-05 6.516E-05 30.970 31.001 31.064 36.491 43.589 48.606 48.827 55.294 59.964 2.24858 2.25087 2.25546 2.64945 3.16486 3.52908 3.54511 4.01470 4.35373 5.650E-05 5.179E-05 4.895E-05 4.794E-05 4.299E-05 3.936E-05 3.899E-05 3.602E-05 3.126E-05 65.990 67.283 71.763 76.685 76.780 78.325 79.461 86.434 87.633 4.79125 4.88517 5.21044 5.56779 5.57466 5.68691 5.76937 6.27561 6.36266 2.896E-05 2.875E-05 2.611E-05 2.164E-05 2.105E-05 1.961E-05 1.735E-05 1.603E-05 1.602E-05 90.062 90.472 91.355 92.081 92.176 93.122 93.785 93.816 93.848 6.53904 6.56882 6.63296 6.68565 6.69252 6.76124 6.80934 6.81164 6.81393 1.449E-05 1.179E-05 1.089E-05 1.071E-05 8.752E-06 8.061E-06 6.463E-06 6.422E-06 5.398E-06 94,921 95.362 96.119 96.466 96.656 97.034 97.634 97.728 98.359 6.89181 6.92388 6.97886 7.00405 7.01780 7.04529 7.08881 7.09568 7.14149 I rAkiL jNuJ.'1 4 11O 3. 672E-04 7.276 0.52828 1 .293E-04 28.824 2.09282 5. 740E-05 65.958 4.78896 3.108E-05 87.664 6.36495 1.577E-05 94.069 6.82996 4. 055E-06 99.401 7.21709 3..565E-06 3.260E-06 1.328E-06 99,464 99.874 100.000 7.22167 7.25145 7.26061 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 50 of 163 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3) =4)=5)=6)=7)=8)=0.102 0.283 0.841 2.246 3.162 5.564 6.272 K 10 10 10 10 10 10 10 10 I XQSAVE(K, 1 -6.015 2 -7.093 3 -7.519 4 -8.099.5 -8.956 6 -9.260 7 -9.945.8 -10.231.9. 189E-04 6. 072E-04 4. 779E-04 3. 301E-04 2. 453E-04 1. 915E-04 1.570E-04 1. 328E-04 1. 158E-04 1.028E-04 9. 168E-05 8. 107E-05 7.238E-05 6. 515E-05 5. 904E-05 5. 383E-05 4.932E-05 4.337E-05 3. 750E-05 I) XQINT(K,I)
XQSLOP(K,I) 79 -10.24483
-1.02141 35 -11.22637
-1.33954 84 -11.77829
-1.53900 20 -13.42066
-2.22602 70 -13.07714
-2.05472 47 -14.06148
-2.58464 52 -17.52254
-4.75804 54 NUMXQ(K)=
8 0.073 0.218 0.363 0.726 1.089 1. 452 1.815 2.178 2.541 2. 904 3.267 3.630 3. 993 4.356 4.719 5.082 5.445 5.808 6.172 0.5 6.25E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 4. 043E-04 ANNUAL AVERAGE =6.89 K= 10 FIVEXQ(K)=
4.043E-04 FIVEPR (K) = 6.886 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 PAGE NO.51 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NE SECTOR.STABILITY WINDSPEED FREQUENCY CLASS METER/SEC PERCENT AT 10.0 METERS DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.07 0.17 0.65 0.69 0.96 0.65 0.99 0.24 0.07 0.07 0.75 0.99 1.06 0.75 0.48 0.14 0.10 0.34 0.21 1.23 1.54 1.64 0.96 0.65 0.14 0.14 0.01 0.72 1.68 2.54 9.05 8.29 8.33 5.62 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 2.213E-05 1. 684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4.263E-06 3.428E-06 1. 396E-06 4.947E-05 3.308E-05 2. 490E-05 1. 996E-05 1.667E-05 1.252E-05 1.007E-05 4. 101E-06 1.332E-04 1.014E-04 6.778E-05 5. 102E-05 4. 091E-05 3.416E-05 2.567E-05 2. 064E-05 8. 404E-06 7. 150E-04 2 .434E-04 1. 648E-04 1.289E-04 1.111E-04 1. OOOE-04 9.219E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4.055E-06 3.260E-06 1.328E-06 4.299E-05 2. 875E-05 2. 164E-05 1.735E-05 1. 449E-05 1. 089E-05 8. 752E-06 3. 565E-06 1.018E-04 7.74 6E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 6. 422E-06 8.108E-04 2. 760E-04 1.869E-04 1. 422E-04 9. 511E-05 7. 160E-05 5. 740E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5.398E-06 4. 055E-06 3.260E-06 1. 328E-06 4.299E-05 2. 875E-05 2.164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8.752E-06 3. 565E-06 1.018E-04 7. 746E-05 5. 179E-05 3.899E-05 3. 126E-05 2.611E-05 1. 961E-05 1. 577E-05 6. 422E-06 7.150E-04 2.434E-04 1. 648E-04 1 .289E-04 9. 511E-05 7 160E-05 5.740E-05 D D D D D D D D 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 36.3 16.8 36.3 8.456E-05 4.794E-05 4.794E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 PAGE NO. 52 of 163 D D D E E E E E E E E E E F F F F F F F G G G G G 8.2 10.3 25.2 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 5.24 1.34 0.93 0.02 1.47 3.26 4.22 7.40 5.96 4 .52 1.85 1.51 0.21 0.01 1.58 2.26 1.75 1.47 0.10 0.07 0.03 1.71 0.93 0.21 0.03 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 36.3 36.3 36.3 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 73.7 73.7 73.7 66.1 34.3 6. 352E-05 5. 107E-05 2. 080E-05 9. 242E-04 3. 146E-04 2. 131E-04 1.732E-04 1.732E-04 1.732E-04 1.732E-04 1. 639E-04 1.232E-04 9. 902E-05 1.593E-03 5. 422E-04 3. 672E-04 3.038E-04 3. 376E-04 3. 636E-04 3. 853E-04 2. 440E-03 8. 306E-04 5. 625E-04 4.769E-04 6.148E-04 3. 602E-05 2. 896E-05 1.179E-05 1. 102E-03 3. 751E-04 2. 541E-04 1. 933E-04 1 .293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4.895E-05 3. 936E-05 2.123E-03 7 .229E-04 4. 896E-04 3. 725E-04 2. 491E-04 1.875E-04 1.503E-04 4. 879E-03 1. 661E-03 1.125E-03 8. 560E-04 5.724E-04 3. 602E-05 2.896E-05 1. 179E-05 9.242E-04 3. 146E-04 2. 131E-04 1. 732E-04 1 .293E-04 9.731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 2.491E-04 1. 875E-04 1. 503E-04 2. 440E-03 8 .306E-04 5. 625E-04 4.7 69E-04 5. 724E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 53 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 0.030 0.044 0.00202 0.00293 3.146E-04 3.038E-04 8.260 10.008 0.55214 0.66896 1.289E-04 1.018E-04 31.461 31.803 2.10294 2.12584 4.895E-05 4.794E-05 72.756 78.376 4.86322 5.23889 2.164E-05 2.105E-05 91.124 91.193 6.09102 6.09561 8.752E-06 8.061E-06 96.162 96.847 6.42776 6.47357 X/Q PERCENTILES 9.242E-04 0.061 0.00404 2. 491E-04 11.482 0.76746 9.731E-05 37.766 2.52442 4 .299E-05 78.444 5.24347 1.961E-05 91.844 6.13913 6.4 63E-06 97.807 6.53771 8. 306E-04 1.774 0.11858 2. 434E-04 12.201 0.81557 9. 511E-05 46.814 3.12916 3. 936E-05 78.650 5.25721 1. 735E-05 92.906 6.21014 6. 422E-06 97.944 6.54687 7. 150E-04 1.783 0.11920 2.131E-04 15.457 1.03318 7. 802E-05 51.337 3.43154 3. 899E-05 80.192 5.36030 1. 602E-05 93.078 6.22159 5.398E-06 98.595 6.59039 5.724E-04 1.818 0.12149 1. 875E-04 15.560 1.04006 7.74 6E-05 51.543 3.44528 3. 602E-05 85.435 5.71077 1.577E-05 93.215 6.23076 4. 055E-06 99.589 6.65683 5. 625E-04 2.743 0.18334 1. 732E-04 19.775 1.32181 7.160E-05 59.836 3.99963 3. 126E-05 87.080 5.82072 1 .449E-05 93.969 6.28115 3.565E-06 99.692 6.66370 5. 422E-04 4.319 0.28871 1. 648E-04 21.454 1.43405 6. 516E-05 61.687 4.12332 2.896E-05 88.417 5.91006 1. 179E-05 94.894 6.34300 3. 260E-06 99.931 6.67973 OR EXCEEDED.4.769E-04 4.525 0.30245 1.503E-04 21.523 1.43864 5.740E-05 70.014 4.67996 2.875E-05 89.171 5.96046 1.089E-05 95.374 6.37507 1.328E-06 100.000 6.68431 3. 672E-04 6.787 0.45364 1.293E-04 28.925 1.93342 5. 179E-05 71.248 4.76242 2. 611E-05 90.130 6.02459 1.071E-05 96.025 6.41859 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
[CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 54 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2)=XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.118 0.288 0.668 2.101 3.126 3.996 4.676 5.235 5.707 11 11 11 11 11 11 11 11 11 ii I XQSAVE(K, 1 -6.015 2 -7.093: 3 -7.5198 4 -8.0992 5 -8.956 6 -9.260'7 -9.544'8 -9.765'9 -9.9455 10 -10.2315 9. 850E-04 6. 484E-04 4. 920E-04 3.040E-04 2.277E-04 1.838E-04 1.548E-04 1. 339E-04 1. 190E-04 1. 075E-04 9. 812E-05 8. 824E-05 7. 904E-05 7. 132E-05 6. 378E-05 5. 742E-05 5. 146E-05 4.481E-05 3. 664E-05 I) XQINT(K,I)
XQSLOP(K,I) 79 -10.16562
-1.01076 35 -11.74203
-1.52939 84 -13.09723
-2.02028 20 -12.91447
-1.94640 70 -12.57270
-1.77832 47 -14.00744
-2.54863 48 -14.76966
-2.98391 42 -15.29657
-3.29809 52 -20.83637
-6.71252 54 NUMXQ(K)=
10 0.067 0.201 0.334 0.668 1.003 1.337 1.671 2.005 2.340 2.674 3.008 3.342 3.676 4.011 4.345 4.679 5.013 5.347 5.682 0.5 5.99E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 3. 735E-04 ANNUAL AVERAGE =7.48 K= 11 FIVEXQ(K)=
3.735E-04 FIVEPR(K)=
7.480 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 55 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ENE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.23 0.15 0.39 0.35 0.89 0.58 0.96 0.12 0.04 0.04 0.19 0.23 0.50 0.96 0.50 0.39 0.23 0.08 0.08 0.31 0.73 0.85 1.27 0.50 0.89 0.27 0.15 0.01 1.12 1.93 2.89 8.18 8.53 8.76 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67. 8 67.8 67. 8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 2.213E-05 1. 684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4.263E-06 3. 428E-06 1. 396E-06 6.501E-05 4.947E-05 3.308E-05 2.490E-05 1. 996E-05 1.667E-05 1.252E-05 1.007E-05 4. 101E-06 1.332E-04 1.014E-04 6.778E-05 5. 102E-05 4. 091E-05 3. 416E-05 2.567E-05 2. 064E-05 8. 404E-06 7. 150E-04 2. 434E-04 1. 648E-04 1 .289E-04 1. 111E-04 1. OOOE-04 9. 219E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4.055E-06 3.260E-06 1.328E-06 5. 650E-05 4. 299E-05 2. 875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8. 752E-06 3. 565E-06 1.018E-04 7.746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 6. 422E-06 8. 108E-04 2. 760E-04 1.869E-04 1.422E-04 9. 511E-05 7. 160E-05 5. 740E-05 2.105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4.055E-06 3.260E-06 1.328E-06 5. 650E-05 4.299E-05 2. 875E-05 2.164E-05 1.735E-05 1 .449E-05 1. 089E-05 8.752E-06 3. 565E-06 1 .018E-04 7 .746E-05 5. 179E-05 3.899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1. 577E-05 6. 422E-06 7.150E-04 2 434E-04 1. 648E-04 1 .289E-04 9. 511E-05 7 160E-05 5. 740E-05 D D D D D D D 0.4 1.1 1.6 2.1 3.1 4.1 5.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 56 of 163 I D D D D E E E E E E E E E E F F F F F F F F G G G G G 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 5.94 7.37 3.13 1.70 0.02 1.70 2.89 4.17 6.95 5.67 3.97 1.20 0.81 0.08 0.02 2.08 2.66 1.93 0.62 0.23 0.08 0.04 0.04 2.01 1.16 0.15 0.08 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.36.3 36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 36.3 36.3 36.3 36.3 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 17.8 73.7 73.7 73.7 66.1 34.3 8. 456E-05 6.352E-05 5.107E-05 2.080E-05 9.242E-04 3. 146E-04 2.131E-04 1.732E-04 1.732E-04 1.732E-04 1.732E-04 1. 639E-04 1.232E-04 9. 902E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 3. 636E-04 3. 853E-04 3.767E-04 2.440E-03 8.306E-04 5. 625E-04 4.769E-04 6.148E-04 4. 794E-05 3. 602E-05 2 .896E-05 1.179E-05 1.102E-03 3.751E-04 2. 541E-04 1. 933E-04 1.293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 2. 123E-03 7.229E-04 4. 896E-04 3. 725E-04 2. 491E-04 1. 875E-04 1. 503E-04 1.256E-04 4. 879E-03 1. 661E-03 1. 125E-03 8. 560E-04 5.724E-04 4. 794E-05 3. 602E-05 2. 896E-05 1. 179E-05 9 .242E-04 3. 146E-04 2 131E-04 1. 732E-04 1. 293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4 895E-05 3. 936E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 2. 491E-04 1. 875E-04 1. 503E-04 1. 256E-04 2. 440E-03 8. 306E-04 5. 625E-04 4. 769E-04 5. 724E-04 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 0.4 1.1 1.6 2.1 3.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-.USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.5 I PAGE NO. 57 of 163 1 5I PAEO5 f13I 2.440E-03 1.593E-03 9.242E-04 8.306E-04 0.035 0.053 0.073 2.079 0.00210 0.00317 0.00431 0.12343 3.146E-04 3.038E-04 2.491E-04 2.434E-04 9.928 11.857 12.475 13.594 0.58929 0.70383 0.74048 0.80691 1.289E-04 1.256E-04 1.018E-04 9.731E-05 32.735 32.774 32.851 38.524 1.94309 1.94538 1.94996 2.28669 5.650E-05 5.179E-05 4.895E-05 4.794E-05 69.513 70.246 71.056 77.000 4.12612 4.16964 4.21774 4.57051 2.875E-05 2.611E-05 2.164E-05 2.105E-05 90.121 90.622 91.124 91.356 5.34934 5.37912 5.40890 5.42264 1.089E-05 1.071E-05 8.752E-06 8.061E-06 96.218 96.604 96.835 97.183 5.71127 5.73418 5.74792 5.76854 1.328E-06 100.000 5.93576 7. 150E-04 2.094 0.12428 2.131E-04 16.488 0.97871 9.511E-05 46.705 2.77232 4.299E-05 77.193 4.58196 1. 961E-05 92.243 5.47533 6.463E-06 98.070 5.82122 5. 724E-04 2.171 0.12886 1. 875E-04 16.720 0.99245 7. 802E-05 50.680 3.00826 3. 936E-05 77.270 4.58654 1. 735E-05 93.208 5.53260 6. 422E-06 98.225 5.83039 5. 625E-04 3.329 0.19758 1.732E-04 20.888 1.23985 7. 746E-05 50.989 3.02659 3. 899E-05 78.119 4.63694 1. 602E-05 93.362 5.54176 5. 398E-06 98.804 5.86475 5. 422E-04 5.413 0.32128 1. 648E-04 22.817 1.35438 7. 160E-05 59.518 3.53283 3. 602E-05 85.490 5.07446 1. 577E-05 93.632 5.55780 4. 055E-06 99.768 5.92201 OR EXCEEDED.4.769E-04 5.567 0.33044 1.503E-04 22.895 1.35896 6.516E-05 60.714 3.60384 3.126E-05 86.763 5.15005 1.449E-05 94.134 5.58757 3.565E-06 99.846 5.92660 3. 672E-04 8.230 0.48850 1 .293E-04 29.841 1.77129 5.740E-05 69.474 4.12383 2. 896E-05 89.889 5.33560 1.179E-05 95.832 5.68836 3.260E-06 99.961 5.93347 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 11B APPENDIX BB-5 I PAGE NO. 58 of 163 1 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2)=XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.123 0.321 0.703 1.941 2.770 3.530 4.120 4.567 5.071 K I XQSAVE(K,I) 12 1 -6.01579 12 2 -7.09335 12 3 -7.51984 12 4 -8.09920 12 5 -8.95670 12 6 -9.26047 12 7 -9.54448 12 8 -9.76542 12 9 -9.94552 12 10 -10.23154 1.031E-03 7.085E-04 5.626E-04 3.460E-04 2.516E-04 1.982E-04 1.637E-04 1.394E-04 1. 219E-04 1. 088E-04 9.826E-05 8. 792E-05 7. 864E-05 7. 079E-05 6. 318E-05 5. 666E-05 5. 022E-05 4. 321E-05 3.659E-05 XQINT(K,I)
XQSLOP(K,I)
-10.14478
-1.00791-11.37061
-1.41281-13.37099
-2.14673-13.50362
-2.20074-13.13247
-2.02110-14.31232
-2.63696-15.15476
-3.10289-16.21500
-3.71332-19.53728
-5.68105 NUMXQ(K)=
10 0.059 0.178 0.297 0.594 0.890 1.187 1.484 1.781 2.078 2.374 2.671 2.968 3.265 3.561 3.858 4.155 4.452 4.749 5.045 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 3.935E-04 0.5 8.42 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB ANNUAL AVERAGE = 5.67E-06 K= 12 FIVEXQ(K)=
3.935E-04 FIVEPR(K)=
8.424 APPENDIX BB-5 I PAGE NO. 59 of 163 I I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 60 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE E SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A A A B B B B B B B B C C C C C C C C C D D 0 c D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 0.03 0.11 0.27 0.38 0.49 0.74 0.71 0.27 0.03 0.03 0.11 0.30 0.44 0.76 0.57 0.52 0.27 0.08 0.14 0.68 1.09 0.74 0.74 0.90 0.27 0.08 0.01 0.71 1.25 2.24 6.57 7.77 8.94 6.90 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 2.213E-05 1. 684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4 .263E-06 3. 428E-06 1.396E-06 6. 501E-05 4 947E-05 3. 308E-05 2 .4 90E-05 1. 996E-05 1. 667E-05 1 .252E-05 1. 007E-05 1.332E-04 1.014E-04 6. 778E-05 5. 102E-05 4.091E-05 3.416E-05 2. 567E-05 2. 064E-05 8.404E-06 7. 150E-04 2. 434E-04 1. 648E-04 1.289E-04 1.1I1E-04 1. OOOE-04 9.219E-05 8. 456E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5.398E-06 4.055E-06 3.260E-06 1.328E-06 5. 650E-05 4 .299E-05 2. 875E-05 2. 164E-05 1.735E-05 1.44 9E-05 1.089E-05 8.752E-06 1.018E-04 7.746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1. 577E-05 6. 422E-06 8. 108E-04 2. 760E-04 1. 869E-04 1.422E-04 9. 511E-05 7. 160E-05 5. 740E-05 4.794E-05 2 l05E-05 1. 602E-05 1. 071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3. 260E-06 1. 328E-06 5. 650E-05 4 299E-05 2. 875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8. 752E-06 1. 018E-04 7.74 6E-05 5. 179E-05 3 .899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1. 577E-05 6.422E-06 7.150E-04 2. 434E-04 1. 648E-04 1. 289E-04 9. 511E-05 7. 160E-05 5. 740E-05 4.794E-05 ICALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO.61 of6163 D D D E E E E E E E E E E F F F F F F F G G G G G 8.2 10.3 25.2 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 10.99 3.87 2.67 0.02 1.69 2.84 2.67 6.84 5.15 4.20 1.39 1.04 0.22 0.02 1.91 3.08 1.72 1.01 0.08 0.05 0.04 1.99 1.06 0.25 0.05 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 36.3 36.3 36.3 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 20.8 73.7 73.7 73.7 66.1 34.3 6. 352E-05 5. 107E-05 2. 080E-05 9.242E-04 3. 146E-04 2. 131E-04 1. 732E-04 1. 732E-04 1 .732E-04 1. 732E-04 1. 639E-04 1 .232E-04 9. 902E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 3. 636E-04 3. 853E-04 2. 440E-03 8. 306E-04 5. 625E-04 4.769E-04 6. 148E-04 3. 602E-05 2. 896E-05 1. 179E-05 1. 102E-03 3. 751E-04 2. 541E-04 1. 933E-04 1 .293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 2. 123E-03 7 .229E-04 4 896E-04 3. 725E-04 2. 491E-04 1. 875E-04 1. 503E-04 4. 879E-03 1. 661E-03 1.125E-03 8.560E-04 5. 724E-04 3. 602E-05 2. 896E-05 1. 179E-05 9.242E-04 3. 146E-04 2.131E-04 1.732E-04 1 .293E-04 9.731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 593E-03 5. 422E-04 3. 672E-04 3.038E-04 2 .491E-04 1.875E-04 1. 503E-04 2. 440E-03 8. 306E-04 5. 625E-04 4. 769E-04 5.724E-04 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 62 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
E SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 0.035 0.052 0.00294 0.00433 3.146E-04 3.038E-04 10.116 11.834 0.84968 0.99400 1.289E-04 1.018E-04 29.532 29.614 2.48065 2.48753 5.179E-05 4.895E-05 64.493 65.530 5.41732 5.50436 2.611E-05 2.164E-05 90.482 90.919 7.60034 7.63699 1.071E-05 8.752E-06 97.027 97.300 8.15011 8.17301 X/Q PERCENTILES
: 9. 242E-04 0.071 0.00594 2. 491E-04 12.843 1.07875 9.731E-05 34.768 2.92047 4.794E-05 72.429 6.08391 2.105E-05 90.946 7.63928 8. 061E-06 97.682 8.20508 8. 306E-04 2.061 0.17316 2. 434E-04 13.552 1.13831 9. 511E-05 41.341 3.47252 4.299E-05 72.538 6.09307 1. 961E-05 91.846 7.71488 6. 463E-06 98.173 8.24632 7.150E-04 2.071 0.17393 2.131E-04 16.388 1.37654 7. 802E-05 45.540 3.82529 3. 936E-05 72.756 6.11139 1. 735E-05 92.610 7.77901 6. 422E-06 98.255 8.25319 5.724E-04 2.125 0.17851 1. 875E-04 16.470 1.38341 7.74 6E-05 45.677 3.83674 3. 899E-05 73.847 6.20302 1. 602E-05 92.719 7.78818 5.398E-06 98.991 8.31503 5. 625E-04 3.189 0.26785 1.732E-04 19.142 1.60790 7. 160E-05 53.449 4.48959 3. 602E-05 84.837 7.12617 1.577E-05 92.991 7.81108 4. 055E-06 99.700 8.37459 5. 422E-04 5.098 0.42820 1. 648E-04 20.397 1.71327 6. 516E-05 54.840 4.60641 3. 126E-05 85.574 7.18802 1.449E-05 93.564 7.85919 3.260E-06 99.973 8.39750 OR EXCEEDED.4.769E-04 5.343 0.44881 1.503E-04 20.451 1.71785 5.740E-05 63.784 5.35776 2.896E-05 89.446 7.51330 1.179E-05 96.237 8.08368 1.328E-06 100.000 8.39979 3. 672E-04 8.425 0.70766 1 .293E-04 27.296 2.29282 5. 650E-05 63.812 5.36005 2. 875E-05 89.746 7.53849 1.089E-05 96.755 8.12720 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M T MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO.63 of 163 PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 3)=XSAVE( 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.428 0.993 2.478 3.469 4.486 5.354 6.080 7.122 K 13 13 13 13 13 13 13 13 13 13 I XQSAVE(K, 1 -6.015 2 -7.093 3 -7.519 4 -8.099.5 -8.956 6 -9.260.7 -9.544 8 -9.765 9 -9.945 10 -10.231.1. 030E-03 6. 992E-04 5. 474E-04 3. 427E-04 2. 458E-04 1. 883E-04 1. 520E-04 1. 271E-04 1. 108E-04 9. 806E-05 8. 673E-05 7. 718E-05 6. 912E-05 6. 202E-05 5. 590E-05 5. 034E-05 4. 505E-05 4. 010E-05 I) XQINT(K,I)
XQSLOP(K,I) 79 -9.97386 -0.98524 35 -11.33067
-1.44932 84 -12.59195
-1.92901 20 -13.56594
-2.34720 70 -12.99187
-2.05486 47 -13.59387
-2.38639 48 -13.93364
-2.58662 42 -14.34542
-2.84215 52 -15.38862
-3.51601 54 NUMXQ(K)=
10 0.084 0.252 0.420 0.840 1.260 1.680 2.100 2.520 2.940 3.360 3.780 4.200 4. 620 5.040 5.460 5.880 6.300 6.720 0.5 7.63E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 4.894E-04 ANNUAL AVERAGE =5.95 K= 13 FIVEXQ(K)=
4.894E-04 FIVEPR(K)=
: 5. 953 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 64 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ESE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS A A A A A A A A B B B B B B B B B B C C C C C C C C C D D D D D D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.03 0.08 0.44 0.83 0.89 0.53 1.27 0.11 0.03 0.03 0.03 0.19 0.55 0.75 0.89 0.72 0.25 0.06 0.08 0.14 0.80 1.11 1.25 1.13 1.19 0.47 0.06 0.01 0.89 1.77 2.96 8.63 9.93 10.27 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 MEANDER-SY METERS 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 MEANDER BLDG WAKE CA=1459.SQ.METERS USED** CHI/Q VALUES (SEC/CUBIC METER)2.213E-05 1.684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4.263E-06 3. 428E-06 9. 599E-05 6. 501E-05 4. 947E-05 3. 308E-05 2. 490E-05 1. 996E-05 1. 667E-05 1.252E-05 1.007E-05 4.101E-06 1.332E-04 1 .014E-04 6. 778E-05 5. 102E-05 4. 091E-05 3. 416E-05 2. 567E-05 2.064E-05 8. 404E-06 2. 105E-05 1. 602E-05 1.071E-05 8.061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3.260E-06 8. 343E-05 5. 650E-05 4.299E-05 2.875E-05 2.164E-05 1.735E-05 1. 449E-05 1. 089E-05 8. 752E-06 3. 565E-06 1.018E-04 7.746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1.961E-05 1. 577E-05 6. 422E-06 2.105E-05 1. 602E-05 1.071E-05 8.061E-06 6. 463E-06 5.398E-06 4 .055E-06 3 .260E-06 8.343E-05 5.650E-05 4.299E-05 2.875E-05 2.164E-05 1.735E-05 1.449E-05 1.089E-05 8. 752E-06 3. 565E-06 1.018E-04 7 .746E-05 5 179E-05 3 .899E-05 3. 126E-05 2. 611E-05 1 .961E-05 1 .577E-05 6. 422E-06 0.4 1.1 1.6 2.1 3.1 4.1 5.2 0.0.0.0.0.0.0.72.5 72.5 72.5 70.6 54.7 45.8 7.150E-04 8.108E-04 7.150E-04 2.434E-04 2.760E-04 2.434E-04 1.648E-04 1.869E-04 1.648E-04 1.289E-04 1.422E-04 1.289E-04 1.1l1E-04 9.511E-05 9.511E-05 1.OOOE-04 7.160E-05 7.160E-05 9.219E-05 5.740E-05 5.740E-05 36.3 16.8 39.8 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB [ APPENDIX BB-5 -PAGE NO. 65 of 163 D D D D E E E E E E E E E E E F F F F F F G G G G G 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 8.69 8.80 3.76 0.89 0.02 1.80 2.85 3.21 6.03 3.54 1.80 0.55 0.22 0.03 0.11 0.02 2.46 2.16 0.69 0.50 0.03 0.05 2.60 0.64 0.17 0.03 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.36.3 36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 4.7 36.3 36.3 36.3 36.3 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 25.8 25.8 71.2 71.2 71.2 65.5 39.4 27.5 73.7 73.7 73.7 66.1 34.3 8. 456E-05 6.352E-05 5. 107E-05 2. 080E-05 9.242E-04 3. 146E-04 2.131E-04 1 .732E-04 1 .732E-04 1.732E-04 1.732E-04 1. 639E-04 1.232E-04 9. 902E-05 4. 033E-05 1.593E-03 5.422E-04 3. 672E-04 3.038E-04 3.376E-04 3. 636E-04 2. 440E-03 8. 306E-04 5. 625E-04 4.769E-04 6.148E-04 4.794E-05 3. 602E-05 2. 896E-05 1. 179E-05 1 102E-03 3. 751E-04 2 .541E-04 1. 933E-04 1 .293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 603E-05 2. 123E-03 7 .229E-04 4. 896E-04 3. 725E-04 2. 4 91E-04 1. 875E-04 4.879E-03 1. 661E-03 1. 125E-03 8.560E-04 5.724E-04 4. 794E-05 3. 602E-05 2. 896E-05 1. 179E-05 9.242E-04 3. 146E-04 2. 131E-04 1.732E-04 1 .293E-04 9. 731E-05 7. 802E-05 6.516E-05 4. 895E-05 3. 936E-05 1. 603E-05 1.593E-03 5.422E-04 3. 672E-04 3. 038E-04 2. 491E-04 1. 875E-04 2.440E-03 8.306E-04 5. 625E-04 4.769E-04 5.724E-04 0.4 1.1 1.6 2.1 3.2 4.2 0.4 1.1 1.6 2.1 3.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 66 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 0.046 0.067 0.00379 0.00556 3.146E-04 3.038E-04 9.951 10.643 0.82367 0.88094 1.018E-04 9.731E-05 28.962 32.505 2.39738 2.69059 5.179E-05 4.895E-05 64.689 64.910 5.35466 5.37298 2.611E-05 2.164E-05 89.899 90.453 7.44147 7.48729 1.089E-05 1.071E-05 95.572 96.015 7.91106 7.94771 X/Q PERCENTILES
: 9. 242E-04 0.088 0.00724 2.4 91E-04 11.141 0.92217 9.511E-05 41.139 3.40528 4.794E-05 73.600 6.09226 2. 105E-05 90.480 7.48958 8.752E-06 96.264 7.96833 8. 306E-04 2.689 0.22257 2.434E-04 12.026 0.99548 8. 343E-05 41.166 3.40757 4.299E-05 73.627 6.09455 1. 961E-05 91.670 7.58808 8.061E-06 97.094 8.03705 7. 150E-04 2.700 0.22351 2. 131E-04 14.877 1.23142 7. 802E-05 42.965 3.55647 3. 936E-05 73.655 6.09684 1.735E-05 92.417 7.64992 6. 463E-06 97.980 8.11035 5. 724E-04 2.728 0.22580 1. 875E-04 14.904 1.23371 7.74 6E-05 43.103 3.56792 3. 899E-05 74.762 6.18847 1. 603E-05 92.528 7.65909 6.422E-06 98.035 8.11493 5. 625E-04 3.364 0.27849 1. 732E-04 18.114 1.49943 7.160E-05 53.038 4.39028 3. 602E-05 83.562 6.91690 1. 602E-05 92.611 7.66596 5. 398E-06 98.561 8.15846 5. 422E-04 5.827 0.48236 1. 648E-04 19.885 1.64603 6. 516E-05 53.592 4.43609 3. 126E-05 84.807 7.01999 1.577E-05 93.082 7.70490 4.055E-06 99.834 8.26383 OR EXCEEDED.4.769E-04 5.993 0.49611 1.293E-04 25.918 2.14540 5.740E-05 63.859 5.28593 2.896E-05 88.571 7.33152 1.449E-05 93.967 7.77820 3.565E-06 99.889 8.26841 3. 672E-04 8.152 0.67478 1 .289E-04 28.879 2.39050 5. 650E-05 63.886 5.28823 2.875E-05 88.765 7.34755 1.179E-05 94.853 7.85151 3.260E-06 100.000 8.27757 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 67 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE( 3)=XSAVE( 4)=XSAVE( 5)=XSAVE( 6)=XSAVE( 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.482 0.880 2.388 3.402 4.387 5.282 6.088 6.913 K 14 14 14 14 14 14 14 14 14 14 I XQSAVE(K,I 1 -6.0157 2 -7.0933 3 -7.5198 4 -8.0992 5 -8.9567 6 -9.2604 7 -9.5444 8 -9.7654 9 -9.9455 10 -10.2315 1. 112E-03 7. 835E-04 5. 916E-04 3. 232E-04 2. 292E-04 1. 792E-04 1. 470E-04 1. 248E-04 1. 095E-04 9. 750E-05 8. 617E-05 7. 657E-05 6. 861E-05 6. 188E-05 5. 614E-05 5. 112E-05 4. 597E-05 3. 977E-05 I) XQINT(K,I)
XQSLOP(K,I) 9 -9.84803 -0.96838 35 -11.83253
-1.66601 14 -14.50643
-2.69896 0 -13.25958
-2.17374 0 -12.84192
-1.96275 7 -13.68046
-2.42229[8 -13.76510
-2.47186 2 -13.88789
-2.54774 52 -16.74438
-4.39374 54 NUMXQ(K)=
10 0.083 0.248 0.414 0.828 1.242 1. 656 2.069 2.483 2.897 3.311 3.725 4.139 4.553 4.967 5.380 5.794 6.208 6.622 0.5 7.76E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 5. 244E-04 ANNUAL AVERAGE 6.04 K= 14 FIVEXQ(K)=
5.244E-04 FIVEPR(K)=
6.040 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 68 of 163 [USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS A A A A A A A A A B B B B B B B B B C C C C C C C C D D D D D D D D 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.03 0.06 0.09 0.23 0.82 1.43 1.32 1.00 0.06 0.03 0.06 0.09 0.53 1.00 1.23 0.79 0.67 0.09 0.12 0.12 1.29 1.70 1.38 1.29 0.97 0.15 0.01 0.76 1.70 2.87 10.66 11.36 8.75 6.00 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 MEANDER-SY METERS 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 MEANDER BLDG WAKE CA=1459.SQ.METERS
** CHI/Q VALUES (SEC/CUBIC METER)USED 3.267E-05 2 .213E-05 1.684E-05 1. 126E-05 8.474E-06 6.794E-06 5. 67 5E-06 4. 263E-06 3. 428E-06 9. 599E-05 6. 501E-05 4. 947E-05 3. 308E-05 2. 490E-05 1. 996E-05 1. 667E-05 1.252E-05 1.007E-05 1.332E-04 1.014E-04 6. 778E-05 5. 102E-05 4. 091E-05 3. 416E-05 2. 567E-05 2.064E-05 7. 150E-04 2. 434E-04 1. 648E-04 1.289E-04 1. 111E-04 1. OOOE-04 9.219E-05 8. 456E-05 3. 108E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3.260E-06 8. 343E-05 5. 650E-05 4 .299E-05 2. 875E-05 2. 164E-05 1. 735E-05 1. 449E-05 1. 089E-05 8.752E-06 1.018E-04 7 .746E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 8. 108E-04 2. 760E-04 1. 869E-04 1. 422E-04 9. 511E-05 7.160E-05 5. 740E-05 4. 794E-05 3. 108E-05 2. 105E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3. 260E-06 8. 343E-05 5. 650E-05 4.299E-05 2. 875E-05 2. 164E-05 1 .735E-05 1. 449E-05 1. 089E-05 8.752E-06 1.018E-04 7.74 6E-05 5.179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 7. 150E-04 2.434E-04 1. 648E-04 1. 289E-04 9. 511E-05 7. 160E-05 5.740E-05 4. 794E-05 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 CALCULATION NO. BYR04-050, BRW-04-0044-M -MINOR REV. NO. IB APPENDIX BB-5 PAGE NO. 69 of 163 D D E E E E E E E E E F F F F F G G G G 8.2 10.3 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 4.16 0.64 0.02 2.14 3.07 5.42 5.62 3.81 1.29 0.32 0.09 0.02 2.78 3.69 1.93 0.44 0.06 3.22 2.28 0.38 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 16.8 36.3 36.3 16.8 36.3 6.352E-05 3.602E-05 3.602E-05 5.107E-05 2.896E-05 2.896E-05 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 71.2 71.2 71.2 65.5 39.4 73.7 73.7 73.7 66.1 9 .242E-04 3. 146E-04 2.131E-04 1.732E-04 1.732E-04 1 .732E-04 1.732E-04 1. 639E-04 1.232E-04 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3.376E-04 2. 440E-03 8.306E-04 5. 625E-04 4. 769E-04 1.102E-03 3.751E-04 2. 541E-04 1.933E-04 1.293E-04 9.731E-05 7. 802E-05 6. 516E-05 4.895E-05 2. 123E-03 7. 229E-04 4. 896E-04 3.725E-04 2. 491E-04 4. 879E-03 1. 661E-03 1.125E-03 8. 560E-04 9. 242E-04 3. 146E-04 2. 131E-04 1. 732E-04 1. 293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4.895E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 2.491E-04 2.440E-03 8. 306E-04 5.625E-04 4.769E-04 0.4 1.1 1.6 2.1 3.2 0.4 1.1 1.6 2.1 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX BB-5 I PAGE NO. 70 o f 163 1 APPENDX....
I -AEO7 of16 lBELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 9.242E-04 8.306E-04 0.057 0.081 0.105 3.325 0.00443 0.00632 0.00821 0.26019 3.038E-04 2.491E-04 2.434E-04 2.131E-04 16.538 16.977 17.738 20.812 1.29406 1.32842 1.38798 1.62850 9.511E-05 8.343E-05 7.802E-05 7.746E-05 50.994 51.023 52.312 52.429 3.99020 3.99249 4.09328 4.10244 4.794E-05 4.299E-05 3.899E-05 3.602E-05 80.298 80.386 82.084 86.241 6.28318 6.29005 6.42291 6.74819 2.105E-05 1.961E-05 1.735E-05 1.602E-05 91.159 92.125 93.355 93.442 7.13302 7.20862 7.30483 7.31170 6.463E-06 5.398E-06 4.055E-06 3.260E-06 97.629 98.946 99.941 100.000 7.63927 7.74235 7.82023 7.82481 7.150E-04 3.335 0.26096 1. 732E-04 26.228 2.05228 7.160E-05 63.787 4.99123 3. 126E-05 87.617 6.85585 1.577E-05 93.589 7.32315 5. 625E-04 5.618 0.43963 1. 648E-04 27.926 2.18514 6.516E-05 64.109 5.01643 3. 108E-05 87.646 6.85814 1.449E-05 94.379 7.38500 5. 422E-04 8.400 0.65725 1.293E-04 33.546 2.62495 5.740E-05 72.862 5.70134 2. 896E-05 88.290 6.90854 1.089E-05 95.053 7.43769 4.769E-04 8.780 0.68703 1.289E-04 36.415 2.84944 5. 650E-05 72.921 5.70593 2.875E-05 88.817 6.94977 1.071E-05 95.287 7.45601 OR EXCEEDED.3.672E-04 12.469 0.97565 1.018E-04 36.533 2.85860 5.179E-05 74.209 5.80672 2.611E-05 90.105 7.05056 8.752E-06 95.375 7.46288 3.146E-04 14.606 1.14287 9.731E-05 40.338 3.15639 4.895E-05 74.297 5.81359 2. 164E-05 91.100 7.12844 8.061E-06 96.194 7.52702 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO.71 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.656 1.293 2.847 3.987 4.988 5.698 6.279 6.744 K 15 15 15 15 15 15 15 15 15 15 I XQSAVE(K, 1 -6.015 2 -7.093 3 -7.519 4 -8.099 5 -8.956 6 7 -9.5444 8 -9.7654 9 -9.9451 10 -10.231 1. 182E-03 8. 574E-04 6. 920E-04 4. 692E-04 3. 313E-04 2.494E-04 1. 964E-04 1.606E-04 1.349E-04 1. 186E-04 1. 067E-04 9. 686E-05 8. 653E-05 7. 747E-05 6. 942E-05 6. 139E-05 5. 443E-05 4.8288-05 3.818E-05 I) XQINT(K,I)
XQSLOP(K,I) 79 -9.76966 -0.95770 35 -10.88576
-1.35709 84 -13.22644
-2.30083 20 -13.98584
-2.64160 70 -12.77142
-2.00372 47 -13.94851
-2.67549 48 -15.10690
-3.37923 12 -15.58239
-3.68004 52 -21.90446
-7.80741 54 NUMXQ(K)=
10 0.078 0.235 0.391 0.782 1.174 1.565 1.956 2.347 2.739 3.130 3.521 3. 912 4.304 4.695 5.086 5.477 5.869 6.260 6. 651 0.5 9.12E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 6.39 6. 177E-04 ANNUAL AVERAGE =K= 15 FIVEXQ(K)=
6.177E-04 FIVEPR(K)=
6.390 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 72 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS A A A A A A A A B B B B B B B B C C C C C C C C C D D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 25.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 0.04 0.04 0.53 0.73 0.73 0.81 0.57 0.04 0.16 0.20 0.65 0.65 0.89 0.65 0.36 0.04 0.04 0.16 0.41 1.01 1.42 1.38 0.65 0.57 0.04 0.01 0.61 2.64 3.85 12.29 11.64 11.03 5.15 4.18 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67. 8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 16.8 MEANDER-SY METERS 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 72.5 72.5 72.5 70.6 54.7 45.8 39.8 36.3 36.3 MEANDER BLDG WAKE CA=1459.SQ.METERS USED** CHI/Q VALUES (SEC/CUBIC METER)3.267E-05 1. 684E-05 1. 126E-05 8.474E-06 6. 794E-06 5. 675E-06 4. 263E-06 3. 428E-06 6.501E-05 4. 947E-05 3.308E-05 2.490E-05 1. 996E-05 1. 667E-05 1.252E-05 1. 007E-05 1. 967E-04 1 .332E-04 1. 014E-04 6. 778E-05 5. 102E-05 4. 091E-05 3. 416E-05 2. 567E-05 8. 404E-06 7.150E-04 2.434E-04 1. 648E-04 1.289E-04 1.1l1E-04 1. OOOE-04 9.219E-05 8.456E-05 6. 352E-05 3. 108E-05 1. 602E-05 1.071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4. 055E-06 3.260E-06 5. 650E-05 4.299E-05 2. 875E-05 2. 164E-05 1.735E-05 1. 449E-05 1.089E-05 8. 752E-06 1. 503E-04 1.018E-04 7.74 6E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 6. 422E-06 8. 108E-04 2. 760E-04 1. 869E-04 1. 422E-04 9. 511E-05 7. 160E-05 5. 740E-05 4. 794E-05 3. 602E-05 3. 108E-05 1. 602E-05 1.071E-05 8.061E-06 6.463E-06 5. 398E-06 4. 055E-06 3.260E-06 5. 650E-05 4.299E-05 2. 875E-05 2.164E-05 1. 735E-05 1 .449E-05 1. 089E-05 8. 752E-06 1.503E-04 1.018E-04 7. 746E-05 5.179E-05 3.899E-05 3. 126E-05 2. 611E-05 1. 961E-05 6. 422E-06 7. 150E-04 2.434E-04 1. 648E-04 1 .289E-04 9. 511E-05 7.160E-05 5. 740E-05 4.794E-05 3. 602E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO.73 of 163 D E E E E E E E E F F F F F G G G G 10.3 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 0.4 1.1 1.6 2.1 0.69 0.02 1.78 2.31 3.53 8.07 4.01 1.22 0.36 0.20 0.01 1.58 2.60 2.60 1.70 0.05 2.76 1.95 0.41 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 16.8 36.3 5.107E-05 2.896E-05 2.896E-05 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 4.7 4.7 4.7 4.7 77.3 77.3 77.3 72.4 48.4 36.4 29.2 25.8 25.8 71.2 71.2 71.2 65.5 39.4 73.7 73.7 73.7 66.1 9.242E-04 3. 146E-04 2. 131E-04 1. 732E-04 1.732E-04 1. 732E-04 1.732E-04 1. 639E-04 1.232E-04 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 3. 376E-04 2. 440E-03 8. 306E-04 5. 625E-04 4.769E-04 1. 102E-03 3. 751E-04 2. 541E-04 1. 933E-04 1. 293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 2.123E-03 7. 229E-04 4. 896E-04 3. 725E-04 2. 491E-04 4. 879E-03 1. 661E-03 1. 125E-03 8. 560E-04 9. 242E-04 3 .146E-04 2.131E-04 1. 732E-04 1. 293E-04 9. 731E-05 7. 802E-05 6. 516E-05 4. 895E-05 1. 593E-03 5. 422E-04 3. 672E-04 3. 038E-04 2.491E-04 2.440E-03 8. 306E-04 5. 625E-04 4.769E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB [ APPENDIX BB-5 I PAGE NO.74 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE = 445.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 0.049 0.062 0.00274 0.00352 3.038E-04 2.491E-04 13.755 15.458 0.77706 0.87327 9.731E-05 9.511E-05 40.679 52.965 2.29808 2.99216 4.794E-05 4.299E-05 84.146 84.349 4.75370 4.76515 1.961E-05 1.735E-05 94.567 95.459 5.34240 5.39280 5.398E-06 4.055E-06 99.392 99.959 5.61500 5.64707 X/Q PERCENTILES
: 9. 242E-04 0.082 0.00466 2. 434E-04 16.066 0.90763 7. 802E-05 54.181 3.06088 3. 899E-05 85.768 4.84532 1. 602E-05 95.499 5.39509 3.260E-06 100.000 5.64936 8. 306E-04 2.840 0.16042 2. 131E-04 18.377 1.03820 7. 746E-05 54.586 3.08379 3. 602E-05 89.944 5.08127 1. 449E-05 96.148 5.43174 7.150E-04 2.848 0.16087 1.732E-04 21.905 1.23749 7.160E-05 66.224 3.74121 3. 126E-05 91.323 5.15915 1. 089E-05 96.513 5.45236 5. 625E-04 4.794 0.27082 1. 648E-04 24.541 1.38639 6.516E-05 66.589 3.76183 3. 108E-05 91.363 5.16144 1.071E-05 97.040 5.48214 5. 422E-04 6.375 0.36016 1. 503E-04 24.581 1.38868 5. 740E-05 77.618 4.38490 2. 896E-05 92.053 5.20038 8.752E-06 97.081 5.48443 4. 769E-04 6.781 0.38306 1.293E-04 32.650 1.84452 5. 650E-05 77.780 4.39406 2. 875E-05 92.701 5.23703 8. 061E-06 97.810 5.52566 OR EXCEEDED.3.672E-04 9.376 0.52967 1.289E-04 36.502 2.06214 5.179E-05 78.794 4.45133 2.611E-05 93.350 5.27368 6.463E-06 98.540 5.56689 3.146E-04 11.160 0.63046 1.018E-04 36.664 2.07130 4 .895E-05 78.996 4.46278 2 .164E-05 93.999 5.31034 6. 422E-06 98.581 5.56918 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050 BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 75 of 163 1 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 3)=4)=5)=6)=7)=8)=9) =0.360 0.776 2.060 2.989 3.738 4.381 4.750 K I XQSAVE(K,I) 16 1 -6.01579 16 2 -7.09335 16 3 -7.51984 16 4 -8.09920 16 5 -8.95670 16 6 -9.26047 16 7 -9.54448 16 8 -9.76542 16 9 -9.94552 1.128E-03 8.077E-04 6.185E-04 3.886E-04 2.827E-04 2.215E-04 1.822E-04 1.546E-04 1.340E-04 1.198E-04 1. 089E-04 9.981E-05 9.073E-05 8. 128E-05 7.334E-05 6.633E-05 6.024E-05 5.368E-05 4.260E-04 ANNUAL AVERAGE = 6.XQINT(K,I)
XQSLOP(K,I)
-10.01595
-0.99160-11.93428
-1.64247-13.33558
-2.16384-13.58273
-2.26597-12.85332
-1.90869-14.58379
-2.82799-14.87237
-2.98994-17.76390
-4.68283 NUMXQ(K)=
9 0.056 0.169 0.282 0.565 0.847 1.130 1.412 1.695 1.977 2.260 2.542 2.825 3.107 3.390 3.672 3.955 4.237 4.519 0.5 OOE-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 8.85 K= 16 FIVEXQ(K)=
4.260E-04 FIVEPR(K)=
: 8. 851 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGENO.76 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ALL SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.02 0.05 0.08 0.41 0.66 0.74 0.55 0.73 0.14 0.03 0.02 0.06 0.11 0.44 0.68 0.79 0.55 0.45 0.14 0.04 0.01 0.10 0.29 0.96 1.13 1.06 0.71 0.63 0.17 0.05 0.01 0.71 1.71 2.89 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67. 8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 100.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 45.5 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 29.2 16.8 16.8 16.8 16.8 MEANDER-SY METERS 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 90.2 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 67.8 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 51.5 36.3 36.3 36.3 36.3 MEANDER BLDG WAKE CA=1459.SQ.METERS USED** CHI/Q VALUES (SEC/CUBIC METER)3.267E-05 2 .213E-05 1.684E-05 1. 126E-05 8. 474E-06 6.794E-06 5. 675E-06 4.263E-06 3.428E-06 1. 396E-06 9. 599E-05 6. 501E-05 4. 947E-05 3. 308E-05 2.4 90E-05 1. 996E-05 1. 667E-05 1.252E-05 1. 007E-05 4.101E-06 1. 967E-04 1. 332E-04 1.014E-04 6. 778E-05 5. 102E-05 4.091E-05 3. 416E-05 2. 567E-05 2.064E-05 8. 404E-06 1. 430E-03 4 .868E-04 3.297E-04 2. 509E-04 3. 108E-05 2. 105E-05 1. 602E-05 1.071E-05 8.061E-06 6.4 63E-06 5. 398E-06 4. 055E-06 3.260E-06 1.328E-06 8. 343E-05 5. 650E-05 4.299E-05 2. 875E-05 2.164E-05 1.735E-05 1. 449E-05 1. 089E-05 8.752E-06 3. 565E-06 1. 503E-04 1.018E-04 7.74 6E-05 5. 179E-05 3. 899E-05 3. 126E-05 2. 611E-05 1. 961E-05 1.577E-05 6. 422E-06 8. 108E-04 2. 760E-04 1.869E-04 1.422E-04 3. 108E-05 2.105E-05 1. 602E-05 1. 071E-05 8. 061E-06 6. 463E-06 5. 398E-06 4.055E-06 3. 260E-06 1.328E-06 8. 343E-05 5.650E-05 4.299E-05 2.875E-05 2. 164E-05 1. 735E-05 1 449E-05 1. 089E-05 8 .752E-06 3. 565E-06 1. 503E-04 1.018E-04 7.74 6E-05 5. 179E-05 3. 899E-05 3.126E-05 2. 611E-05 1. 961E-05 1.577E-05 6. 422E-06 8.108E-04 2. 760E-04 1. 869E-04 1.422E-04 D D D D 0.4 1.1 1.6 2.1 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB [ APPENDIX BB-5 I PAGE NO. 77 of 163 D D D D D D D E E E E E E E E E E E F F F F F F F F F G G G G G G G G 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 8.55 8.69 8.72 5.97 6.76 2.02 0.65 0.02 1.42 2.42 3.22 7.17 5.47 3.56 1.88 1.45 0.30 0.04 0.01 1.32 2.01 1.92 3.13 1.47 0.46 0.07 0.01 0.03 1.43 1.07 0.60 0.72 0.28 0.06 0.00 445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.36.3 36.3 36.3 36.3 36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 16.8 16.8 16.8 16.8 16.8 16.8 16.8 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 11.9 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 36.3 36.3 36.3 36.3 36.3 36.3 36.3 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 25.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 17.8 12.3 12.3 12.3 12.3 12.3 12.3 12.3 1. 677E-04 1.263E-04 1. 012E-04 8. 456E-05 6. 352E-05 5. 107E-05 2. 080E-05 2. 773E-03 9. 439E-04 6. 392E-04 4.864E-04 3 .252E-04 2. 448E-04 1. 963E-04 1. 639E-04 1.232E-04 9. 902E-05 4.033E-05 6. 371E-03 2. 169E-03 1.4 69E-03 1. 118E-03 7.473E-04 5. 626E-04 4. 510E-04 3. 767E-04 2.830E-04 1.464E-02 4. 984E-03 3. 375E-03 2.568E-03 1.717E-03 1.293E-03 1. 036E-03 9. 511E-05 7.160E-05 5. 740E-05 4.794E-05 3. 602E-05 2. 896E-05 1. 179E-05 1.102E-03 3.751E-04 2. 541E-04 1. 933E-04 1.293E-04 9. 731E-05 7.802E-05 6.516E-05 4.895E-05 3. 936E-05 1. 603E-05 2. 123E-03 7 .229E-04 4 .896E-04 3. 725E-04 2. 491E-04 1. 875E-04 1. 503E-04 1.256E-04 9. 432E-05 4.879E-03 1. 661E-03 1.125E-03 8. 560E-04 5. 724E-04 4.308E-04 3.454E-04 9. 511E-05 7. 160E-05 5.740E-05 4.794E-05 3. 602E-05 2 896E-05 1 179E-05 1.102E-03 3.751E-04 2. 541E-04 1. 933E-04 1 .293E-04 9.731E-05 7. 802E-05 6. 516E-05 4. 895E-05 3. 936E-05 1. 603E-05 2. 123E-03 7.229E-04 4.896E-04 3.725E-04 2.4 91E-04 1. 875E-04 1. 503E-04 1. 256E-04 9. 432E-05 4.879E-03 1. 661E-03 1. 125E-03 8.560E-04 5.724E-04 4. 308E-04 3. 454E-04 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 0.0.0.0.0.0.0.0.4.7 4.7 4.7 4.7 4.7 4.7 4.7 12.3 4.7 12.3 8.656E-04 2.885E-04 2.885E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 78 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
DIRECTION-INDEPENDENT (S.R.P 2.3.4) MODEL.MINIMUM BOUNDARY DISTANCE = 445.0 METERS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.879E-03 2.123E-03 0.025 0.037 0.02520 0.03665 4.308E-04 3.751E-04 7.486 8.904 7.48597 8.90391 1.869E-04 1.503E-04 23.544 24.006 23.54370 24.00642 8.343E-05 7.802E-05 48.304 51.866 48.30375 51.86576 4.299E-05 3.936E-05 79.993 80.291 79.99313 80.29092 2.105E-05 1.961E-05 93.165 93.797 93.16459 93.79682 8.752E-06 8.061E-06 97.070 97.726 97.07021 97.72535 X/Q PERCENTILES
: 1. 661E-03 1.468 1.46833 3. 725E-04 10.828 10.82808 1.503E-04 24.018 24.01787 7. 746E-05 52 .152 52.15210 3. 899E-05 81.420 81.42023 1.735E-05 94.583 94.58253 6. 463E-06 98.461 98.46066 1. 125E-03 2.543 2.54266 3.454E-04 10.890 10.88993 1. 422E-04 26.911 26.91101 7. 160E-05 60.845 60.84526 3. 602E-05 88.178 88.17776 1. 603E-05 94.626 94.62605 6. 422E-06 98.516 98.51564 1. 102E-03 2.559 2.55870 2. 885E-04 10.895 10.89451 1.293E-04 34.083 34.08316 6.516E-05 62.726 62.72592 3. 126E-05 89.241 89.24064 1. 602E-05 94.709 94.70852 5. 398E-06 99.063 99.06312 8. 560E-04 3.154 3.15428 2. 760E-04 11.605 11.60463 1.256E-04 34.150 34.14959 5. 740E-05 71.444 71.44428 3.108E-05 89.264 89.26353 1.577E-05 94.876 94.87574 4. 055E-06 99.794 99.79384 8.108E-04 3.163 3.16344 2. 541E-04 14.021 14.02131 1. 018E-04 34.250 34.25038 5. 650E-05 71.509 71.50842 2. 896E-05 91.286 91.28622 1.449E-05 95.423 95.42322 3.565E-06 99.831 99.83049 7. 229E-04 4.483 4.48288 2.491E-04 17.148 17.14810 9. 731E-05 39.721 39.72054 5. 179E-05 72.464 72.46363 2. 875E-05 91.731 91.73061 1. 179E-05 96.069 96.06918 3. 260E-06 99.975 99.97480 OR EXCEEDED.5.724E-04 5.202 5.20215 1.933E-04 20.367 20.36651 9.511E-05 48.269 48.26939 4.895E-05 73.914 73.91364 2.611E-05 92.436 92.43615 1.089E-05 96.521 96.52045 1.328E-06 100.000 100.00000 4. 896E-04 7.209 7.20880 1. 875E-04 21.833 21.83255 9. 432E-05 48.283 48.28313 4.794E-05 79.888 79.88776 2. 164E-05 93.112 93.11190 1.071E-05 96.926 96.92590 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 79 of 163 1 PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 3)= 7.205 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 4)= 10.825 1. 878E-03 1. 001E-03 6. 701E-04 3. 939E-04 2. 852E-04 2. 197E-04 1. 784E-04 1. 536E-04 1. 337E-04 1. 172E-04 1. 032E-04 9. 176E-05 8.270E-05 7. 441E-05 6. 670E-05 5. 944E-05 5. 343E-05 6. 700E-04 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 5.0 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 5.00 K= 17 FIVEXQ(K)=
6.700E-04 FIVEPR (K) = 5.000 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 80 of 163 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
FIVE PERCENT OVERALL SITE LIMIT BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.440E-03 1.593E-03 0.025 0.037 0.02520 0.03665 3.672E-04 3.454E-04 7.486 7.548 7.48597 7.54782 1.648E-04 1.503E-04 23.544 24.006 23.54369 24.00641 8.343E-05 7.802E-05 48.304 51.866 48.30371 51.86574 4.299E-05 3.936E-05 79.993 80.291 79.99308 80.29086 2.105E-05 1.961E-05 93.165 93.797 93.16448 93.79671 8.752E-06 8.061E-06 97.070 97.725 97.07000 97.72513 X/Q PERCENTILES
: 9. 242E-04 0.053 0.05269 3. 146E-04 8.966 8.96576 1.503E-04 24.018 24.01787 7.74 6E-05 52.152 52.15207 3.8 99E-05 81.420 81.42016 1.735E-05 94.583 94.58242 6.4 63E-06 98.461 98.46043 8. 306E-04 1.484 1.48437 3. 038E-04 10.890 10. 88993 1.293E-04 31.190 31.19001 7.160E-05 60.845 60.84523 3. 602E-05 88.178 88.17770 1. 603E-05 94.626 94.62593 6. 422E-06 98.516 98.51540 7. 150E-04 1.494 1.49353 2. 885E-04 10.895 10.89452 1.289E-04 34.083 34.08315 6. 516E-05 62.726 62.72588 3. 126E-05 89.241 89.24059 1.602E-05 94.709 94.70837 5.398E-06 99.063 99.06287 5. 724E-04 2.213 2.21281 2. 491E-04 14.021 14.02130 1.256E-04 34.150 34.14957 5. 740E-05 71.444 71.44425 3. 108E-05 89.264 89.26347 1.577E-05 94.876 94.87557 4. 055E-06 99.794 99.79359 5. 625E-04 3.287 3.28714 2. 434E-04 14.731 14.73142 1.018E-04 34.250 34.25035 5. 650E-05 71.509 71.50838 2. 896E-05 91.286 91.28616 1. 449E-05 95.423 95.42304 3. 565E-06 99.830 99.83023 5. 422E-04 4.607 4.60658 2.131E-04 17.148 17.14809 9. 731E-05 39.721 39.72052 5. 179E-05 72.464 72.46359 2. 875E-05 91.731 91.73054 1. 179E-05 96.069 96.06902 3 .260E-06 99.975 99.97453 OR EXCEEDED.4.769E-04 5.202 5.20216 1.875E-04 18.614 18.61414 9.511E-05 48.269 48.26936 4.895E-05 73.914 73.91360 2.611E-05 92.436 92.43606 1.089E-05 96.520 96.52026 1.328E-06 100.000 99.99971 4.308E-04 5.479 5.47933 1. 732E-04 21.833 21.83255 9. 432E-05 48.283 48.28310 4.794E-05 79.888 79.88772 2.164E-05 93.112 93.11181 1.071E-05 96.926 96.92571 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050.
BRW-04-0044-M I MINOR REV. NO. I B I APPENDIX BB-5 1 PAGE NO. 81 of 163 1 i CACLTO O YO400-R-404-I MIO E.N.l lIAPNI 1- I PAEO8 o 6 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 4)= 14.731 K 18 18 18 18 18 18 18 18 I XQSAVE(K,I) 1 -6.01579 2 -7.09335 3 -7.51984 4 -8.32075 5 -8.95670 6 -9.26047 7 -9.76542 8 -9.94552 9. 418E-04 6. 434E-04 5. 160E-04 3. 266E-04 2. 406E-04 1. 981E-04 1. 677E-04 1. 444E-04 1.262E-04 1. 132E-04 1.018E-04 9. 176E-05 8.270E-05 7. 441E-05 6. 670E-05 5. 944E-05 5. 343E-05 5. 160E-04 XQINT(K,I)
XQSLOP(K,I)
-8.89020 -0.82626-8.98596 -0.87029-9.63928 -1.25811-9.36496 -0.99635-9.29635 -0.82890-9.29634 -0.82871-9.38980 -0.66359 NUMXQ(K)=
8 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 5.0 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 5.00 K= 18 FIVEXQ(K)=
5.160E-04 K 1 2 3 4 5 6 7 8 9 10 11 12 HIGHPR-3.04916-1.83433-3.31283-3.22587-2.99031-2.95204-2.97652-2.88717-2.77568-2.86428-2.84589-2.81782 PR 0.11475 3.33028 0.04618 0.06280 0.13936 0.15785 0.14578 0.19437 0.27544 0.20899 0.22144 0.24176 FIVEPR(K)=
5.000 GRNDVT(K)5.94713 4.12317 3.63725 4.74829 5.67663 4.65168 5.13989 7.75588 8.28787 7.26061 6.68431 5.93576 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 I PAGE NO. 82 of 163 13 14 15 16 K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16-2.71927-2.66683-2.57624-2.76701 HOURS (K)10.05218 291.73240 4.04552 5.50123 12.20756 13.82722 12.77042 17.02688 24.12846 18.30716 19.39842 21.17786 28.65695 33.53841 43.74879 24.77956 0.32713 0.38286 0.49942 0.28287 8.39979 8.27757 7.82481 5.64936 TOTHRS 10.05218 301.78460 305.83010 311.33130 323.53880 337.36610 350.13650 367.16340 391.29180 409.59900 428.99740 450.17520 478.83220 512.37060 556.11940 580.89890 K FIVEXQ SVANN 1 2.420E-04 4.177E-06 2 2.013E-04 2.896E-06 3 1.706E-04 2.443E-06 4 1.938E-04 3.129E-06 5 3.702E-04 5.727E-06 6 3.753E-04 4.542E-06 SLTIME TIMINT-0.4841 -7.9908-0.5058 -8.1603-0.5064 -8.3252-0.4920 -8.2078-0.4972 -7.5567 I TIME 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 XQT-8.99755-9.33311-10.06128-11.10673-9.21211-9.56272-10.32353-11.41587-9.37819-9.72918-10.49081-11.58432-9.23095-9.57201-10.31209-11.37466-8.59060-8.93524-9.68307-10.75677-0.5264 -7.5229 1 8.0 -8.61764 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO.83 of 163 7 3.689E-04 4.584E-06 8 4.241E-04 6.242E-06 9 5.065E-04 7.354E-06 10 4.043E-04 6.253E-06 11 3.735E-04 5.989E-06 12 3.935E-04 5.674E-06 13 4.894E-04 7.632E-06 14 5.244E-04 7.757E-06 15 6.177E-04 9.122E-06 16 4.260E-04 6.OOOE-06-0.5233 -7.5423-0.5031 -7.4167-0.5047 -7.2382-0.4972 -7.4688-0.4929 -7.5509-0.5056 -7.4901-0.4962 -7.2784-0.5025 -7.2050-0.5027 -7.0411-0.5084 -7.4086 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0-8.98255-9.77436-10.91120-8.63045-8.99317-9.78025-10.91031-8.46294-8.81168-9.56843-10.65494-8.28775-8.63761-9.39677-10.48675-8.50271-8.84733-9.59514-10.66881-8.57585-8.91751-9.65890-10.72334-8.54136-8.89178-9.65218-10.74393-8.31026-8.65420-9.40054-10.47209-8.24992-8.59824-9.35407-10.43925-8.08648-8.43493-9.19106-10.27667 1 8.0 -8.46578 2 16.0 -8.81816 I CALCULATION NO. BYR04-050, BRW-04-0044-M
] MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 84 of 163 1 3 72.0 -9.58281 4 624.0 -10.68066 17 6.700E-04 9.122E-06
-0.5124 -6.9530 18 5.160E-04 9.122E-06
-0.4813 -7.2358 1 8.0 2 16.0 3 72.0 4 624.0-8.01853-8.37372-9.14445-10.25102-8.23661-8.57020-9.29406-10.33335 1 2 3 4 8.0 16.0 72.0 624.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. 11B APPENDIX BB-5 I PAGE NO. 85 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws PROGRAM: PAVAN, 10/76, 8/79 REVISION, RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters cats, 30' wind, 30'-250' Delta T IMPLEMENTATION OF REGULATORY GUIDE 1.145 RELATIVE CONCENTRATION (X/Q) VALUES (SEC/CUBIC METER)VERSUS AVERAGING TIME HOURS PER YEAR MAX 0-2 HR X/Q IS EXCEEDED DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE MAX X/Q DISTANCE (METERS)445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.445.0-2 HOURS 2. 42E-04 2. 01E-04 1.71E-04 1. 94E-04 3.70E-04 3. 75E-04 3. 69E-04 4. 24E-04 5. 06E-04 4. 04E-04 3.74E-04 3. 93E-04 4.89E-04 5.24E-04 6.18E-04 4. 26E-04 6. 18E-04 6. 70E-04 5.16E-04 0-8 HOURS 1.24E-04 9. 98E-05 8.45E-05 9. 80E-05 1. 86E-04 1. 81E-04 1. 79E-04 2. 11E-04 2. 52E-04 2. 03E-04 1. 89E-04 1. 95E-04 2 .46E-04 2. 61E-04 3. 08E-04 2. 11E-04 3.29E-04 2. 65E-04 8-24 HOURS 8.84E-05 7.03E-05 5.95E-05 6.97E-05 1.32E-04 1.26E-04 1.24E-04 1.49E-04 1.77E-04 1.44E-04 1.34E-04 1.38E-04 1.74E-04 1.84E-04 2.17E-04 1.48E-04 1-4 DAYS 4. 27E-05 3. 29E-05 2 .78E-05 3. 32E-05 6.23E-05 5. 69E-05 5. 66E-05 6. 99E-05 8. 30E-05 6. 81E-05 6. 39E-05 6. 43E-05 8. 27E-05 8. 66E-05 1. 02E-04 6. 89E-05 1. 07E-04 9.20E-05 4-30 DAYS ANNUAL AVERAGE IN 1. 50E-05 1.10E-05 9.31E-06 1. 15E-05 2. 13E-05 1. 83E-05 1. 83E-05 2. 36E-05 2.79E-05 2. 33E-05 2.20E-05 2.16E-05 2. 83E-05 2. 93E-05 3.44E-05 2. 30E-05 TOTAL HOURS 4 18E-06 2. 90E-06 2 44E-06 3. 13E-06 5. 73E-06 4 .54E-06 4. 58E-06 6. 24E-06 7. 35E-06 6 .25E-06 5. 99E-06 5. 67E-06 7. 63E-06 7 .76E-06 9. 12E-06 6. OOE-06 AROUND SITE: SECTOR 10.1 291.7 4.0 5.5 12.2 13.8 12.8 17.0 24.1 18.3 19.4 21.2 28.7 33.5 43.7 24.8 580.9 DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE SRP 2.3.4 SITE LIMIT 445.2. 31E-04 1. 90E-04 3. 53E-05 3.25E-05 9. 12E-06 9. 12E-06 THE FIVE-PERCENT-FOR-THE-ENTIRE-SITE X/Q IS LIMITING.**NOTE**:
VALUES ON THIS PAGE ARE APPROXIMATIONS ONLY.CHECK THE REASONABLENESS OF THE ENVELOPES COMPUTED FOR THE 0-2 HOUR VALUES. FOR ANY FAULTY ENVELOPES, ADJUST THE ABOVE VALUES.
I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 86 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE S SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 1.1 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 0.04 0.08 0.62 1.50 0.73 0.39 0.54 0.12 0.19 0.73 0.85 1.50 0.50 0.39 0.08 0.12 0.08 0.08 0.23 0.81 1.39 1.35 0.69 0.46 0.08 0.08 0.01 0.69 1.23 4.20 10.44 12. 60 14.33 8.47 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 3. 812E-07 1.964E-07 1.313E-07 9.887E-08 7. 927E-08 6. 621E-08 4. 974E-08 5. 611E-07 4 .270E-07 2. 855E-07 2 149E-07 1. 723E-07 1. 439E-07 1. 081E-07 8. 693E-08 3. 540E-08 2. 603E-06 1 .763E-06 1. 341E-06 8. 969E-07 6. 751E-07 5. 413E-07 4 .521E-07 3.3 96E-07 2. 731E-07 1 112E-07 2. 665E-05 9. 072E-06 6.144E-06 4.717E-06 3.400E-06 2. 679E-06 2 .216E-06 1. 886E-06 3. 810E-07 1. 963E-07 1.313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 5. 604E-07 4.265E-07 2. 851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 3. 536E-08 2. 592E-06 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 1.108E-07 3. 137E-05 1. 068E-05 7 .232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2 .221E-06 1. 855E-06 3. 810E-07 1 963E-07 1 313E-07 9. 881E-08 7 923E-08 6. 617E-08 4. 971E-08 5.604E-07 4.265E-07 2. 851E-07 2.146E-07 1.721E-07 1 .437E-07 1.080E-07 8.681E-08 3 .536E-08 2. 592E-06 1 .756E-06 1 .336E-06 8. 932E-07 6.724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 1.108E-07 2. 665E-05 9.072E-06 6. 144E-06 4.717E-06 3. 400E-06 2. 679E-06 2 .216E-06 1.855E-06 CALCULATION NO. BYR04-050, BRW-04-0044-M MINORREV.
NO. lB APPENDIX BB-5 PAGE NO. 87 of 163 D E D E E E E E E E F F F F F F F G G G G G G 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 7.59 1.54 0.62 0.01 1.16 1.93 1.73 5.85 4 .62 1.77 0.54 0.23 0.01 0.92 1.19 0.77 1.50 0.58 0.04 0.02 0.96 0.27 0.19 0.35 0.04 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 312.2 312.2 312.2 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 210.1 210.1 210.1 197.3 143.2 121.6 1. 417E-06 1. 139E-06 4.641E-07 4.947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4.759E-06 4 .079E-06 3. 064E-06 1. 009E-04 3. 436E-05 2. 327E-05 1.844E-05 1. 520E-05 1.280E-05 1.100E-05 1. 884E-04 6.413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2.874E-05 1. 393E-06 1. 120E-06 4.563E-07 6. 647E-05 2.263E-05 1. 532E-05 1. 166E-05 7 .797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2 953E-06 1. 477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1. 732E-05 1. 304E-05 1 .045E-05 3. 106E-04 1. 057E-04 7. 161E-05 5. 449E-05 3. 643E-05 2. 743E-05 1. 393E-06 1.120E-06 4. 563E-07 4. 947E-05 1. 684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3. 930E-06 2.953E-06 1. 009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1.520E-05 1.280E-05 1. 045E-05 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2. 743E-05 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 4.2 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B APPENDIX BB-5 PAGE NO.88 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
S SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1,009E-04 0.017 0.025 0.00101 0.00149 2.327E-05 1,844E-05 3.976 4.746 0.23644 0.28226 6.144E-06 5.632E-06 19.460 24.082 1.15730 1.43218 1.855E-06 1.756E-06 76.735 76.812 4.56355 4.56814 4.503E-07 4.265E-07 91.141 91.334 5.42027 5.43173 1.313E-07 1.108E-07 96.187 96.264 5.72035 5.72493 X/Q PERCENTILES
: 6. 413E-05 0.988 0.05875 1. 684E-05 5.902 0.35098 4. 717E-06 28.280 1.68187 1. 393E-06 84.400 5.01940 3. 810E-07 91.372 5.43402 1. 080E-07 96.649 5.74784 4. 947E-05 1.001 0.05953 1, 520E-05 7.404 0.44032 4, 706E-06 30.052 1.78724 1, 336E-06 84.631 5.03315 3. 383E-07 91.834 5.46150 9. 881E-08 98.151 5.83718 4 .343E-05 1.271 0.07556 1.280E-05 7.982 0.47468 3. 930E-06 30.591 1.81931 1. 120E-06 86.172 5.12477 2. 851E-07 92.566 5.50503 8. 681E-08 98.228 5.84176 3. 520E-05 1.463 0.08702 1.140E-05 9.907 0.58921 3. 400E-06 41.030 2.44009 8. 932E-07 86.981 5.17288 2. 720E-07 92.643 5.50961 7. 923E-08 98.960 5.88528 3. 436E-05 2.388 0.14199 1.045E-05 9.946 0.59150 2. 953E-06 41.261 2.45383 6. 724E-07 88.368 5.25534 2 .146E-07 93.491 5.56000 6. 617E-08 99.345 5.90819 3.242E-05 2.734 0.16261 9.072E-06 10.639 0.63273 2. 679E-06 53.856 3.20289 5. 604E-07 88.483 5.26222 1. 963E-07 93.568 5.56459 4. 971E-08 99.884 5.94026 OR EXCEEDED.2.743E-05 2.773 0.16490 8.921E-06 12.373 0.73581 2.592E-06 53.933 3.20747 5.391E-07 89.831 5.34239 1.721E-07 95.070 5.65392 3.536E-08 100.000 5.94713 2. 665E-05 2.782 0.16543 6. 898E-06 18.227 1.08400 2.216E-06 68.262 4.05960 4. 563E-07 90.448 5.37904 1.437E-07 95.570 5.68370 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO.89 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)3)=4)=5)=6)=7)=8)=0.059 0.162 0.440 1.431 1.785 4.056 4.560 K I XQSAVE(K,I) 1 1 -8.57707 1 2 -9.65463 1 3 -10.33672 1 4 -11.09395 1 5 -12.08707 1 6 -12.26668 1 7 -13.01987 1 8 -13.19770 6.363E-05 3.030E-05 2.067E-05.1.196E-05 8.536E-06 6.651E-06 5.466E-06 4.713E-06 4.122E-06 3.661E-06 3.290E-06 2.985E-06 2.730E-06 2.512E-06 2.325E-06 2.133E-06 1.921E-06 1.375E-05 ANNUAL AVERAGE 1.XQINT(K,I)
XQSLOP (K, I)-13.08970
-1.05854-16.98518
-2.25895-17.23053
-2.34231-17.12962
-2.30380-16.52718
-2.02856-16.70947
-2.11535-18.64922
-3.22747 NUMXQ(K)=
8 0.059 0.178 0.297 0.595 0.892 1.189 1.487 1.784 2.081 2.379 2.676 2.974 3.271 3.568 3.866 4.163 4.460 0.5 17E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 8.41 K= 1 FIVEXQ(K)=
1.375E-05 FIVEPR (K) = 8.407 I CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 90 of 163 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)CLASS METER/SEC PERCENT AT 10.0 METERS A A A A A A A A B B B B B B B B B C C C C C C C C C D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.11 0.11 0.50 1.17 1.17 1.00 0.39 0.11 0.11 0.17 0.28 0.44 1.11 1.11 0.89 0.17 0.06 0.06 0.06 0.78 0.56 1.44 0.94 0.67 0.50 0.11 0.02 1.39 2.22 4.72 10.33 9.72 11.72 7.39 METERS 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 3. 812E-07 1. 964E-07 1.313E-07 9.887E-08 7.927E-08 6. 621E-08 4. 974E-08 3. 999E-08 8.286E-07 5. 611E-07 4. 270E-07 2.855E-07 2.149E-07 1. 723E-07 1.439E-07 1.081E-07 8. 693E-08 2. 603E-06 1. 763E-06 1.341E-06 8.969E-07 6. 751E-07 5. 413E-07 4. 521E-07 3. 396E-07 2.731E-07 2.665E-05 9. 072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2 .216E-06 1 .886E-06 3. 810E-07 1.963E-07 1.313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 8.275E-07 5. 604E-07 4.265E-07 2. 851E-07 2.14 6E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 2. 592E-06 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2.720E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 3. 680E-06 2.770E-06 2.221E-06 1.855E-06 3. 810E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 8. 275E-07 5. 604E-07 4 .265E-07 2. 851E-07 2 .146E-07 1 .721E-07 1.437E-07 1. 080E-07 8.681E-08 2. 592E-06 1 .756E-06 1. 336E-06 8. 932E-07 6.724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 2. 665E-05 9. 072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2 .216E-06 1. 855E-06 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO.91 of 163 D D D E E E E E E E E E F F F F F F F G G G G G 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 10.28 2.00 0.22 0.02 1.50 1.89 2.78 6.78 4.83 1.56 0.56 0.22 0.01 1.17 0.67 1.06 1.78 0.33 0.06 0.01 0.50 0.17 0.06 0.06 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 312.2 312.2 312.2 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 210.1 210.1 210.1 197.3 143.2 1. 417E-06 1. 139E-06 4. 641E-07 4. 947E-05 1.684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4.759E-06 4.079E-06 3.064E-06 1 .009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1 .280E-05 1. I00E-05 1.884E-04 6.413E-05 4.343E-05 3.520E-05 3.242E-05 1.393E-06 1.120E-06 4.563E-07 6. 647E-05 2.263E-05 1. 532E-05 1. 166E-05 7.797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2. 953E-06 1. 477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1 .732E-05 1.304E-05 1. 045E-05 3. 106E-04 1. 057E-04 7. 161E-05 5. 449E-05 3. 643E-05 1. 393E-06 1. 120E-06 4.563E-07 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3. 930E-06 2. 953E-06 1. 009E-04 3.436E-05 2. 327E-05 1.844E-05 1.520E-05 1. 280E-05 1. 045E-05 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 IPAGE NO.92 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.OR EXCEEDED.1.884E-04 1.009E-04 0.009 0.019 0.00036 0.00078 1.844E-05 1.684E-05 3.721 5.221 0.15340 0.21525 5.632E-06 4.717E-06.27.277 31.999 1.12466 1.31936 1.756E-06 1.393E-06 73.611 83.889 3.03509 3.45887 4.503E-07 4.265E-07 90.778 91.055 3.74291 3.75437 1.313E-07 1.080E-07 95.944 96.111 3.95595 3.96282 X/Q PERCENTILES
: 6. 413E-05 0.519 0.02140 1.520E-05 6.998 0.28855 4.706E-06 33.554 1.38350 1. 336E-06 84.666 3.49094 3. 810E-07 91.167 3.75895 9. 881E-08 97.278 4.01092 4. 947E-05 0.536 0.02210 1.280E-05 7.332 0.30230 3. 930E-06 34.110 1.40641 1.120E-06 86.666 3.57340 3. 383E-07 91.667 3.77956 8. 681E-08 97.333 4.01322 4.343E-05 0.703 0.02897 1.140E-05 9.221 0.38018 3.400E-06 44.443 1.83248 8. 932E-07 87.222 3.59631 2. 851E-07 92.111 3.79789 7. 923E-08 98.500 4.06132 3. 520E-05 0.758 0.03126 1. 045E-05 9.276 0.38247 2. 953E-06 44.666 1.84164 8. 275E-07 87.333 3.60089 2. 720E-07 92.222 3.80247 6. 617E-08 99.500 4.10255 3 436E-05 1.925 0.07936 9. 072E-06 10.665 0.43974 2. 679E-06 54.388 2.24251 6. 724E-07 88.778 3.66045 2. 146E-07 93.333 3.84829 4. 971E-08 99.889 4.11859 3.242E-05 1.980 0.08165 8. 921E-06 13.443 0.55427 2. 592E-06 54.444 2.24480 5. 604E-07 88.944 3.66732 1. 963E-07 93.444 3.85287 3. 997E-08 100.000 4.12317 2. 665E-05 1.998 0.08239 6. 898E-06 20.221 0.83374 2. 216E-06 66.166 2.72814 5. 391E-07 89.889 3.70626 1.721E-07 94.555 3.89868 2. 327E-05 2.665 0.10988 6. 144E-06 22.443 0.92537 1.855E-06 73.555 3.03280 4. 563E-07 90.111 3.71543 1.437E-07 95.444 3.93533 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 I PAGE NO.93 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=9)=0.021 0.079 0.288 1.123 1.382 2.725 3.030 3.456 K 2 2 2 2 2 2 2 2 2 I XQSAVE(K,I) 1 -8.57707 2 -9.65463 3 -10.27864 4 -11.09395 5 -12.08707 6 -12.26668 7 -13.01987 8 -13.19770 9 -13.48372 4.728E-05 2. 623E-05 1. 897E-05 1. 188E-05 8. 881E-06 7. 163E-06 6. 031E-06 5. 189E-06 4. 501E-06 3. 901E-06 3. 430E-06 3. 052E-06 2. 741E-06 2. 482E-06 2. 262E-06 2. 017E-06 1. 779E-06 1. 546E-06 XQINT(K,I)
XQSLOP (K, I)-13.59395
-1.11837-15.69505
-1.71486-16.75494
-2.05043-16.82408
-2.07547-17.21115
-2.24506-18.19933
-2.69375-20.39588
-3.83614-22.33334
-4.86867 NUMXQ(K)=
9 0.041 0.124 0.206 0.412 0.618 0.825 1.031 1.237 1.443 1.649 1.855 2.062 2.268 2.474 2.680 2.886 3.092 3.299 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 12.13 1. 036E-05 ANNUAL AVERAGE 8.25E-08 K= 2 FIVEXQ(K)=
1.036E-05 FIVEPR(K)=12.127
[CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. 11B APPENDIX BB-5 PAGE NO. 94 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A B B B B B B C C C C C C C C D D D D D D D D D D D E E 2.1 3.1 4.1 5.2 6.2 8.2 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 0.06 0. 63 0.69 0.44 0.31 0.19 0.06 0.31 0.50 0.57 0.19 0.50 0.06 0.57 0.82 1.01 0.82 0.63 0.25 0.13 0.01 1.01 3.27 4.53 10.39 8.57 8.88 7.62 13.67 5.35 1.01 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 312.2 312.2 312.2 1.964E-07 1.313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4.974E-08 4.270E-07 2. 855E-07 2. 149E-07 1.723E-07 1. 439E-07 1.081E-07 1.763E-06 1.341E-06 8. 969E-07 6.751E-07 5. 413E-07 4.521E-07 3.396E-07 2. 731E-07 2. 665E-05 9.072E-06 6. 144E-06 4.717E-06 3. 400E-06 2. 679E-06 2.216E-06 1. 886E-06 1. 417E-06 1.139E-06 4. 641E-07 1. 963E-07 1.313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 4 .265E-07 2. 851E-07 2 146E-07 1. 721E-07 1. 437E-07 1. 080E-07 1 .756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2.221E-06 1.855E-06 1. 393E-06 1. 120E-06 4.563E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 4 .265E-07 2.851E-07 2.146E-07 1.721E-07 1.437E-07 1.080E-07 1 .756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2.720E-07 2. 665E-05 9. 072E-06 6.144E-06 4.717E-06 3.400E-06 2.679E-06 2.216E-06 1. 855E-06 1. 393E-06 1. 120E-06 4.563E-07 0.02 4828.1.89 4828.0. 222.0 55.4 309.6 4.947E-05 6.647E-05 4.947E-05 1.684E-05 2.263E-05 1.684E-05 0. 0. 222.0 55.4 309.6
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGENO.95 of 163 E E E E E E E F F F F F F G G G G 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 0.4 1.1 1.6 2.1 1.95 1.89 5.42 5.73 3.21 2.33 0.50 0.01 1.13 0.44 0.57 0.88 0.25 0.01 0.50 0.13 0.06 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 309.6 301.1 260.4 240.1 227.8 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 210.1 210.1 210.1 197.3 1. 140E-05 8. 921E-06 6.898E-06 5.632E-06 4.759E-06 4.079E-06 3. 064E-06 1.009E-04 3.436E-05 2.327E-05 1.844E-05 1.520E-05 1.280E-05 1.884E-04 6.413E-05 4.343E-05 3. 520E-05 1.532E-05 1. 166E-05 7. 797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2.953E-06 1.477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1.732E-05 1.304E-05 3. 106E-04 1.057E-04 7. 161E-05 5.449E-05 1. 140E-05 8.921E-06 6. 898E-06 5. 632E-06 4.706E-06 3. 930E-06 2. 953E-06 1. 009E-04 3.436E-05 2. 327E-05 1.844E-05 1. 520E-05 1.280E-05 1. 884E-04 6. 413E-05 4. 343E-05 3.520E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.5 PAGE NO. 96 of 1631 I PAEO9 f13I 1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.009 0.019 0.523 0.544 0.00032 0.00068 0.01901 0.01978 1.684E-05 1.520E-05 1.280E-05 1.140E-05 4.776 5.658 5.910 7.862 0.17373 0.20580 0.21496 0.28598 4.706E-06 3.930E-06 3.400E-06 2.953E-06 32.928 35.258 45.650 46.153 1.19767 1.28243 1.66039 1.67871 1.120E-06 8.932E-07 6.724E-07 5.391E-07 90.868 91.687 92.694 93.513 3.30510 3.33488 3.37153 3.40131 2.146E-07 1.963E-07 1.721E-07 1.437E-07 96.410 96.473 97.040 97.229 3.50668 3.50897 3.52959 3.53646 4. 343E-05 0.670 0.02436 9. 072E-06 8.870 0.32263 2. 679E-06 54.718 1.99025 4.563E-07 94.521 3.43796 1. 313E-07 97.859 3.55937 3. 520E-05 0.733 0.02666 8. 921E-06 10.759 0.39135 2.216E-06 63.598 2.31324 4.503E-07 95.151 3.46087 1. 080E-07 98.363 3.57769 3. 436E-05 1.866 0.06789 6.898E-06 16.176 0.58835 1.855E-06 71.219 2.59041 4.265E-07 95.214 3.46316 9. 881E-08 99.055 3.60289 2. 665E-05 1.879 0.06836 6. 144E-06 19.450 0.70746 1. 756E-06 71.282 2.59270 3. 383E-07 95.466 3.47232 7. 923E-08 99.496 3.61893 OR EXCEEDED.2.327E-05 2.320 0.08440 5.632E-06 25.182 0.91592 1.393E-06 84.948 3.08978 2.851E-07 95.780 3.48378 6.617E-08 99.811 3.63038 1.844E-05 2.887 0.10501 4.717E-06 29.716 1.08084 1. 336E-06 85.515 3.11039 2. 720E-07 95.906 3.48836 4. 971E-08 100.000 3.63725 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 97 of 163 1 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES, PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=0.019 0.068 0.206 1.196 1.659 2.311 2.588 K I XQSAVE(K,I) 3 1 -8.57707 3 2 -9.65463 3 3 -10.27864 3 4 -11.09395 3 5 -12.26668 3 6 -12.59163 3 7 -13.01987 3 8 -13.19770 4.698E-05 2.447E-05 1.672E-05 1.066E-05 8.172E-06 6.718E-06 5.744E-06 5.038E-06 4.434E-06 3.885E-06 3.450E-06 3.030E-06 2.680E-06 2. 393E-06 2.142E-06 1.906E-06 8.661E-06 ANNUAL AVERAGE = 7, XQINT(K,I)
XQSLOP(K,I)
-13.65483
-1.12565-15.99180
-1.78327-18.09280
-2.43907-16.60010
-1.91887-17.98582
-2.53248-19.26928
-3.13504-20.36619
-3.68531 NUMXQ(K)=
8 0.036 0.109 0.182 0.364 0.546 0.727 0.909 1.091 1.273 1.455 1.637 1.819 2.000 2.182 2.364 2.546 0.5.07E-08 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 13.75 K= 3 FIVEXQ(K)=
8.661E-06 FIVEPR (K) =13. 747 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO.98 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WSW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)CLASS METER/SEC PERCENT AT 10.0 METERS A A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.10 0.10 0.34 0.43 0.58 0.39 0.77 0.29 0.10 0.05 0.43 0.34 0.19 0.24 0.68 0.19 0.05 0.19 0.58 0.43 0.82 0.34 0.48 0.05 0.01 0.82 2.17 2.56 7.62 9.07 13.12 9.21 11.19 1.78 METERS 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.METERS METERS MEANDER BLDG WAKE CA=I459.SQ.METERS USED 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7.611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583..8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 312.2 312.2 3. 812E-07 1. 964E-07 1. 313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4.974E-08 3. 999E-08 8.286E-07 5. 611E-07 2. 855E-07 2.14 9E-07 1.723E-07 1. 439E-07 1.081E-07 8. 693E-08 1.763E-06 1.341E-06 8. 969E-07 6. 751E-07 5. 413E-07 4.521E-07 3. 396E-07 2. 731E-07 2. 665E-05 9. 072E-06 6. 144E-06 4.717E-06 3. 400E-06 2. 679E-06 2 .216E-06 1. 886E-06 1. 417E-06 1. 139E-06 3. 810E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 8.275E-07 5. 604E-07 2.851E-07 2.146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 1.756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3.383E-07 2. 720E-07 3. 137E-05 1.068E-05 7.232E-06 5.504E-06 3. 680E-06 2.770E-06 2.221E-06 1.855E-06 1.393E-06 1.120E-06 3.810E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6.617E-08 4.971E-08 3.997E-08 8. 275E-07 5.604E-07 2. 851E-07 2.146E-07 1.721E-07 1.437E-07 1 .080E-07 8. 681E-08 1.756E-06 1. 336E-06 8.932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3.383E-07 2. 720E-07 2.665E-05 9.072E-06 6. 144E-06 4.717E-06 3. 400E-06 2. 679E-06 2 .216E-06 1. 855E-06 1. 393E-06 1 .120E-06 CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. lB APPENDIX BB-5 PAGE NO.99 of 163 E E E E E E E E E E F F F F F F F F G G G G G G G 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 0.4 1.1 1.6 2.1 3.2 4.2 5.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.01 1.30 2.07 2.07 6.18 6.61 5.31 2.99 1.74 0.05 0.00 0.43 0.53 0.63 1.25 1.06 0.39 0.05 0.01 0.72 0.39 0.14 0.10 0.14 0.10 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 153.2 210.1 210.1 210.1 197.3 143.2 121.6 110.5 4. 947E-05 1. 684E-05 1.140E-05 8.921E-06 6.898E-06 5. 632E-06 4.759E-06 4. 079E-06 3. 064E-06 2.464E-06 1 .009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1.520E-05 1.280E-05 I. I00E-05 7 .136E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3 .242E-05 2. 874E-05 2 .536E-05 6. 647E-05 2. 263E-05 1.532E-05 1. 166E-05 7. 797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2.953E-06 2.374E-06 1.477E-04 5. 027E-05 3. 405E-05 2.591E-05 1.732E-05 1.304E-05 1. 045E-05 6. 560E-06 3. 106E-04 1.057E-04 7.161E-05 5. 449E-05 3. 643E-05 2.743E-05 2. 199E-05 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5.632E-06 4.706E-06 3. 930E-06 2. 953E-06 2. 374E-06 1 .009E-04 3.436E-05 2. 327E-05 1.844E-05 1. 520E-05 1.280E-05 1 .045E-05 6.560E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2. 743E-05 2 199E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
I APPENDIX B11-5 I PAGiE.INU.IUU 01- 03 I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.013 0.017 0.740 0.755 0.00060 0.00078 0.03514 0.03584 2.327E-05 2.199E-05 1.844E-05 1.684E-05 2.502 2.599 3.226 4.528 0.11881 0.12339 0.15317 0.21502 6.898E-06 6.560E-06 6.144E-06 5.632E-06 18.374 18.422 20.593 27.202 0.87245 0.87474 0.97782 1.29164 2.374E-06 2.216E-06 1.855E-06 1.756E-06 56.534 69.656 78.870 78.918 2.68438 3.30745 3.74497 3.74726 5.604E-07 5.391E-07 4.503E-07 3.810E-07 93.246 94.066 94.404 94.500 4.42759 4.46654 4.48257 4.48715 1.437E-07 1.313E-07 1.080E-07 9.881E-08 96.334 96.671 97.347 97.781 4.57420 4.59023 4.62230 4.64292 4.343E-05 1.141 0.05417 1.520E-05 5.783 0.27458 4.717E-06 29.759 1.41305 1. 393E-06 90.110 4.27870 3. 383E-07 94.983 4.51006 8. 681E-08 97.974 4.65208 3.520E-05 1.286 0.06104 1.280E-05 6.844 0.32497 4. 706E-06 35.066 1.66503 1. 336E-06 90.303 4.28786 2. 851E-07 95.417 4.53068 7. 923E-08 98.553 4.67957 3.436E-05 1.720 0.08166 1.140E-05 8.918 0.42347 3. 930E-06 38.057 1.80705 1.120E-06 92.088 4.37262 2.720E-07 95.465 4.53297 6. 617E-08 98.939 4.69790 3.242E-05 1.816 0.08624 1.045E-05 9.304 0.44180 3. 400E-06 45.679 2.16898 8. 932E-07 92.667 4.40011 2. 146E-07 95.803 4.54900 4. 971E-08 99.711 4.73455 OR EXCEEDED.2.743E-05 1.961 0.09311 9.072E-06 10.124 0.48074 2.953E-06 47.416 2.25144 8.275E-07 92.764 4.40469 1.963E-07 95.899 4.55358 3.997E-08 100.000 4.74829 2.665E-05 1.972 0.09361 8. 921E-06 12.199 0.57924 2. 679E-06 56.485 2.68209 6. 724E-07 93.198 4.42530 1.721E-07 96.092 4.56275 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 [ PAGE NO. 101 of 163[PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE(XSAVE XSAVE XSAVE XSAVE(2)=3)=4)=5)=6)=7)=8):=0.035 0.082 0.274 1.290 1.663 3.304 3.742 K I XQSAVE(K,I) 4 1 -8.57707 4 2 -9.65463 4 3 -10.27864 4 4 -11.09395 4 5 -12.08707 4 6 -12.26668 4 7 -13.01987 4 8 -13.19770 5.155E-05 2.389E-05 1.685E-05 1.091E-05 8. 426E-06 6.962E-06 5.974E-06 5.259E-06 4.712E-06 4.098E-06 3.613E-06 3.221E-06 2.899E-06 2.629E-06 2.400E-06 2.200E-06 1.994E-06 XQINT(K,I)
XQSLOP(K,I)
-13.35368
-1.09160-18.52216
-2.61683-17.16181
-2.18500-16.12766
-1.81261-16.07988
-1.79117-17.77572
-2.58776-18.81989
-3.15591 NUMXQ(K)=
8 0.047 0.142 0.237 0.475 0.712 0. 950 1.187 1.424 1. 662 1.899 2.137 2.374 2.612 2.849 3.086 3.324 3.561 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 10.53 1. 057E-05 ANNUAL AVERAGE =8. 99E-08 K= 4 FIVEXQ(K)=
1.057E-05 FIVEPR(K)=10.530 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 102 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE W SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.08 0.12 0.56 1.01 0.73 0.04 0.08 0.08 0.12 0.12 0.56 0.85 0.61 0.16 0.08 0.04 0.16 0.40 1.98 1.17 0.44 0.20 0.08 0.01 0.89 2.38 4 .32 11.86 9.00 6.90 2.87 1.41 0.04 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 312.2 312.2 3. 812E-07 1. 964E-07 1. 313E-07 9. 887E-08 7 927E-08 6. 621E-08 4 974E-08 8 .286E-07 5. 611E-07 4. 270E-07 2. 855E-07 2. 149E-07 1. 723E-07 1. 439E-07 1. 081E-07 2 603E-06 1.763E-06 1. 341E-06 8. 969E-07 6. 751E-07 5. 413E-07 4. 521E-07 3. 396E-07 2.665E-05 9. 072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2.216E-06 1. 886E-06 1.417E-06 1. 139E-06 3. 810E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4.971E-08 8.275E-07 5. 604E-07 4. 265E-07 2.851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 2. 592E-06 1.756E-06 1. 336E-06 8. 932E-07 6.724E-07 5. 391E-07 4. 503E-07 3. 383E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2 .221E-06 1. 855E-06 1. 393E-06 1. 120E-06 3. 810E-07 1. 963E-07 1. 313E-07 9. 881E-08 7 .923E-08 6. 617E-08 4. 971E-08 8.275E-07 5. 604E-07 4. 265E-07 2. 851E-07 2.146E-07 1.721E-07 1. 437E-07 1. 080E-07 2. 592E-06 1. 756E-06 1. 336E-06 8. 932E-07 6.724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2.665E-05 9. 072E-06 6. 144E-06 4. 717E-06 3.400E-06 2. 679E-06 2.216E-06 1. 855E-06 1. 393E-06 1.120E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 103 of 163 E E E E E E E E E F F F F F F F G G G G G G G 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 4.2 6.3 0.02 1.49 3.79 6.21 13.28 6.01 1.61 0.65 0.28 0.01 0.61 2.18 4.12 4.68 0.89 0.04 0.01 0.69 1.17 1.41 1.21 0.24 0.04 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 210.1 210.1 210.1 197.3 143.2 121.6 105.8 4 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4 .759E-06 4 .079E-06 3.064E-06 1 .009E-04 3. 436E-05 2. 327E-05 1.844E-05 1. 520E-05 1 .280E-05 1 .100E-05 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3.242E-05 2. 874E-05 2 .212E-05 6. 647E-05 2.263E-05 1.532E-05 1. 166E-05 7.797E-06 5. 869E-06 4.706E-06 3. 930E-06 2. 953E-06 1.477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1. 732E-05 1. 304E-05 1.045E-05 3.106E-04 1.057E-04 7.161E-05 5. 449E-05 3. 643E-05 2. 743E-05 1.837E-05 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3. 930E-06 2. 953E-06 1. 009E-04 3. 436E-05 2. 327E-05 1.844E-05 1. 520E-05 1 .280E-05 1. 045E-05 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2. 743E-05 1. 837E-05 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 104 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
W SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 0.012 0.017 0.00069 0.00098 2.327E-05 1.844E-05 7.551 11.667 0.42866 0.66231 6.898E-06 6.144E-06 42.981 45.362 2.43989 2.57504 2.216E-06 1.855E-06 86.038 88.903 4.88405 5.04669 5.391E-07 4.503E-07 94.714 94.916 5.37655 5.38800 1.313E-07 1.080E-07 98.063 98.144 5.56667 5.57126 X/Q PERCENTILES 6.413E-05 0.703 0.03993 1.837E-05 11.708 0.66460 5. 632E-06 51.375 2.91635 1. 756E-06 89.064 5.05585 4.265E-07 95.037 5.39487 9. 881E-08 99.153 5.62852 4. 947E-05 0.720 0.04088 1. 684E-05 13.201 0.74936 4.717E-06 55.692 3.16145 1.393E-06 90.477 5.13603 3. 810E-07 95.117 5.39945 7. 923E-08 99.879 5.66975 4.343E-05 1.890 0.10731 1.520E-05 17.882 1.01508 4 .706E-06 57.307 3.25308 1.336E-06 90.880 5.15893 3.383E-07 95.198 5.40404 6. 617E-08 99.919 5.67205 3.520E-05 3.303 0.18749 1.280E-05 18.769 1.06547 3. 930E-06 57.952 3.28973 1.120E-06 90.921 5.16122 2.851E-07 95.763 5.43610 4.971E-08 100.000 5.67663 3. 436E-05 3.908 0.22185 1. 140E-05 22.563 1.28080 3.400E-06 69.816 3.96319 8. 932E-07 92.898 5.27347 2 .146E-07 96.610 5.48421 3. 242E-05 5.119 0.29057 1. 045E-05 22.603 1.28309 2. 953E-06 70.098 3.97923 8.275E-07 92.979 5.27805 1. 963E-07 96.731 5.49108 OR EXCEEDED.2.743E-05 5.361 0.30431 9.072E-06 23.491 1.33348 2.679E-06 79.097 4.49005 6.724E-07 94.149 5.34448 1.721E-07 97.337 5.52544 2. 665E-05 5.372 0.30496 8.921E-06 29.705 1.68625 2.592E-06 79.138 4.49234 5. 604E-07 94.270 5.35135 1. 437E-07 97.498 5.53460 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB APPENDIX BB-5 PAGE NO. 105 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=9) =0.040 0.290 1.014 2.437 2.914 3 .960 4 .487 4.880 K I XQSAVE(K,I) 5 1 -8.57707 5 2 -9.65463 5 3 -10.33672 5 4 -11.09395 5 5 -11.88432 5 6 -12.08707 5 7 -12.59163 5 8 -12.83023 5 9 -13.01987 5.727E-05 3.941E-05 3.271E-05 2.190E-05 1.702E-05 1.382E-05 1.137E-05 9.654E-06 8.377E-06 7.388E-06 6.551E-06 5. 810E-06 5. 046E-06 4. 378E-06 3. 834E-06 3. 383E-06 2. 967E-06 2. 611E-06 2 .278E-06 2.364E-05 ANNUAL AVERAGE 1 XQINT(K,I)
XQSLOP (K, I)-13.28677
-1.08308-13.49956
-1.14653-15.11195
-1.73103-16.32996
-2.25577-17.06474
-2.62861-18.99617
-3.64855-19.74597
-4.07570-20.82331
-4.71062 NUMXQ(K)=
9 0.057 0.170 0.284 0.568 0.851 1.135 1.419 1.703 1.987 2.271 2.554 2.838 3.122 3.406 3.690 3.974 4.257 4.541 4.825 0.5 62E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 8.81 K= 5 FIVEXQ(K)=
2.364E-05 FIVEPR(K)=
8.808 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB APPENDIX BB-5 PAGE NO. 106 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WNW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z METERS METERS A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.15 0.10 0.39 0.69 0.44 0.20 0.30 0.15 0.25 0.79 0.59 0.64 0.34 0.05 0.05 0.10 0.44 1.23 0.69 0.59 0.10 0.15 0.10 0.01 0.64 2.41 3.89 7.98 5.91 5.66 3.05 3.89 1.48 0.34 METERS 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.METERS METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 MEANDER-SY METERS 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 312.2 312.2 312.2 MEANDER BLDG WAKE CA=1459.SQ.METERS USED** CHI/Q VALUES (SEC/CUBIC METER)2. 582E-07 1.964E-07 1.313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4. 974E-08 5. 611E-07 4. 270E-07 2. 855E-07 2. 149E-07 1. 723E-07 1. 439E-07 1.081E-07 8. 693E-08 1.763E-06 1.341E-06 8. 969E-07 6. 751E-07 5. 413E-07 4. 521E-07 3. 396E-07 2. 731E-07 2. 665E-05 9.072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2.216E-06 1. 886E-06 1 417E-06 1. 139E-06 4. 641E-07 2. 580E-07 1. 963E-07 1.313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 5. 604E-07 4.265E-07 2.851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 1.756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 3. 137E-05 1.068E-05 7.232E-06 5.504E-06 3. 680E-06 2.770E-06 2.221E-06 1. 855E-06 1. 393E-06 1.120E-06 4.563E-07 2.580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 5. 604E-07 4 .265E-07 2.851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2.720E-07 2. 665E-05 9. 072E-06 6. 144E-06 4 717E-06 3 400E-06 2. 679E-06 2. 216E-06 1. 855E-06 1. 393E-06 1. 120E-06 4.563E-07 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 107 of 163 E E E E E E E E E E E F F F F F F F F G G G G G G G 0.4 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.01 0.98 2.31 3.99 8.42 5.37 3.50 1.72 1.92 0.79 0.30 0.01 0.69 1.67 3.10 7.88 4.78 0.98 0.10 0.01 0.49 1.48 1.38 2.66 1.53 0.15 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 153.2 210.1 210.1 210.1 197.3 143.2 121.6 110.5 4. 947E-05 1. 684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4 .759E-06 4. 079E-06 3. 064E-06 2.464E-06 1. 003E-06 1. 009E-04 3. 436E-05 2. 327E-05 1.844E-05 1. 520E-05 1.280E-05 1.100E-05 9.4 99E-06 1.884E-04 6. 413E-05 4.343E-05 3.520E-05 3. 242E-05 2.874E-05 2. 536E-05 6. 647E-05 2.263E-05 1.532E-05 1. 166E-05 7.797E-06 5.869E-06 4.706E-06 3. 930E-06 2. 953E-06 2.374E-06 9. 669E-07 1.477E-04 5. 027E-05 3. 405E-05 2.591E-05 1.732E-05 1. 304E-05 1. 045E-05 8.732E-06 3. 106E-04 1.057E-04 7. 161E-05 5.449E-05 3. 643E-05 2.743E-05 2.199E-05 4.947E-05 1. 684E-05 1. 140E-05 8.921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1. 009E-04 3. 436E-05 2.327E-05 1. 844E-05 1.520E-05 1.280E-05 1.045E-05 8.732E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2 .743E-05 2. 199E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 F PAGE NO. 108 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 0.009 0.015 0.00040 0.00068 2.327E-05 2.199E-05 9.932 10.080 0.46201 0.46888 8.732E-06 6.898E-06 34.850 43.271 1.62110 2.01281 2.374E-06 2.216E-06 76.757 82.420 3.57048 3.83391 5.604E-07 5.391E-07 93.746 94.337 4.36076 4.38825 1.963E-07 1.721E-07 96.898 97.538 4.50737 4.53715 X/Q PERCENTILES 6.413E-05 0.507 0.02359 1. 844E-05 13.182 0.61320 6. 144E-06 45.684 2.12505 1.855E-06 85.473 3.97593 4. 563E-07 94.682 4.40429 1.437E-07 97.882 4.55318 4.947E-05 0.518 0.02411 1. 684E-05 14.167 0.65901 5. 632E-06 51.051 2.37474 1. 756E-06 85.571 3.98051 4. 503E-07 94.780 4.40887 1. 313E-07 98.276 4.57151 4. 343E-05 1.996 0.09283 1.520E-05 22.046 1.02552 4.717E-06 54.941 2.55570 1. 393E-06 89.462 4.16147 4.265E-07 95.026 4.42032 1.080E-07 98.326 4.57380 3. 520E-05 3.374 0.15697 1.280E-05 26.823 1.24772 4.706E-06 58.438 2.71834 1 .336E-06 89.905 4.18209 3.383E-07 95.174 4.42719 9.881E-08 99.015 4.60587 3. 436E-05 4.064 0.18904 1.140E-05 29.137 1.35538 3. 930E-06 60.161 2.79851 1. 120E-06 91.382 4.25081 2. 851E-07 95.962 4.46385 8. 681E-08 99.064 4.60816 3. 242E-05 6.723 0.31273 1. 045E-05 30.122 1.40119 3. 400E-06 68.139 3.16961 9. 669E-07 91.678 4.26455 2. 720E-07 96.060 4.46843 7. 923E-08 99.508 4.62878 OR EXCEEDED.2.743E-05 8.250 0.38374 9.072E-06 30.762 1.43097 2.953E-06 70.059 3.25894 8.932E-07 92.909 4.32182 2.580E-07 96.208 4.47530 6.617E-08 99.705 4.63794 2.665E-05 8.258 0.38413 8. 921E-06 34.751 1.61652 2. 679E-06 75.969 3.53383 6. 724E-07 93.598 4.35389 2.14 6E-07 96.799 4.50279 4. 971E-08 100.000 4.65168 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 109 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2)=XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.312 1.024 1.246 2.372 2.716 3.167 3.531 3.831 3.973 K I XQSAVE(K,I) 6 1 -8.57707 6 2 -10.33672 6 3 -11.09395 6 4 -11.26578 6 5 -12.08707 6 6 -12.26668 6 7 -12.59163 6 8 -12.83023 6 9 -13.01987 6 10 -13.19770 5.830E-05 4.206E-05 3.575E-05 2.545E-05 1. 966E-05 1.624E-05 1.363E-05 1.116E-05 9.202E-06 7.760E-06 6.657E-06 5. 791E-06 5.103E-06 4.453E-06 3.761E-06 3.207E-06 2.756E-06 2.376E-06 1.906E-06 2.433E-05 ANNUAL AVERAGE = 1 XQINT(K,I)
XQSLOP(K,I)
-13.11985
-1.01779-15.30008
-1.81509-16.41983
-2.29830-18.34265
-3.15572-18.22916
-3.09847-21.53285
-4.81528-21.65345
-4.88022-22.03122
-5.08917-31.74827
-10.57689 NUMXQ(K)=
10 0.047 0.140 0.233 0.465 0. 698 0.930 1.163 1.396 1. 628 1.861 2.093 2.326 2.558 2.791 3. 024 3.256 3.489 3.721 3.954 0.5.26E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 10.75 K= 6 FIVEXQ(K)=
2.433E-05 FIVEPR (K) =I0. 749 CALCULATION NO. BYR04-050, BRW-04-0044-M 1 MINOR REV. NO. 1B APPENDIX BB-5 PAGE NO. 110 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER STABILITY CLASS A A A A A A A B B B B B B B B VALUES FOR THE CHI/Q CALCULATIONS FOR THE NW SECTOR.WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS C C C C C C C C D D D D D D D D D D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.13 0.09 0.18 0.31 0.45 0.40 0.31 0.09 0.13 0.40 0.98 0.67 0.45 0.18 0.22 0.09 0.58 1.47 0.89 1.03 0.45 0.22 0.22 0.01 0.80 1.69 2.09 7.31 7.09 6.77 3.43 3.74 1.20 0.04 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 312.2 312.2 312.2 2.582E-07 1. 964E-07 1. 313E-07 9.887E-08 7. 927E-08 6. 621E-08 4. 974E-08 5. 611E-07 4.270E-07 2. 855E-07 2.149E-07 1.723E-07 1. 439E-07 1. 081E-07 8. 693E-08 1.763E-06 1.341E-06 8. 969E-07 6.751E-07 5. 413E-07 4.521E-07 3.396E-07 2.731E-07 2. 665E-05 9. 072E-06 6. 144E-06 4.717E-06 3. 400E-06 2. 679E-06 2.216E-06 1. 886E-06 1.417E-06 1.139E-06 4. 641E-07 2. 580E-07 1. 963E-07 1. 313E-07 9.881E-08 7. 923E-08 6. 617E-08 4. 971E-08 5. 604E-07 4.265E-07 2. 851E-07 2.146E-07 1.721E-07 1.437E-07 1.080E-07 8.681E-08 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3. 383E-07 2.720E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2.221E-06 1.855E-06 1.393E-06 1.120E-06 4. 563E-07 2 .580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 5. 604E-07 4.265E-07 2. 851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3.383E-07 2. 720E-07 2. 665E-05 9. 072E-06 6. 144E-06 4.717E-06 3. 400E-06 2. 679E-06 2.216E-06 1. 855E-06 1 .393E-06 1.120E-06 4.563E-07 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lBI APPENDIX BB-5 I PAGE NO. 111 of 163o E E E E E E E E E E E F F F F F F F F G G G G G G G 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 0.01 1.20 1.96 2.23 8.96 7.53 5.04 2.27 1.07 0.45 0.04 0.00 0.45 1.34 1.96 9.45 4.77 0.89 0.04 0.01 0.49 0.62 0.76 2.76 1.34 0.22 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 153.2 210.1 210.1 210.1 197.3 143.2 121.6 110.5 4.947E-05 1. 684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4. 759E-06 4. 079E-06 3. 064E-06 2. 464E-06 1. 003E-06 1. 009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1 .280E-05 1. 100E-05 9. 499E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2. 874E-05 2. 536E-05 6. 647E-05 2.263E-05 1.532E-05 1.166E-05 7.797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1.477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1.732E-05 1.304E-05 1. 045E-05 8.732E-06 3. 106E-04 1.057E-04 7. 161E-05 5. 449E-05 3. 643E-05 2. 743E-05 2. 199E-05 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5.632E-06 4 .706E-06 3. 930E-06 2. 953E-06 2.374E-06 9. 669E-07 1. 009E-04 3 436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1 .280E-05 1. 045E-05 8.732E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2. 743E-05 2. 199E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX BB-5 1 PAGE NO. 112 of 163 1 APNIBB5I PAEO 1 f13I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.009 0.012 0.503 0.516 0.00044 0.00064 0.02584 0.02654 2.327E-05 2.199E-05 1.844E-05 1.684E-05 7.791 8.014 9.975 11.178 0.40045 0.41191 0.51270 0.57455 8.732E-06 6.898E-06 6.144E-06 5.632E-06 31.322 40.280 41.974 49.506 1.60994 2.07037 2.15741 2.54454 2.374E-06 2.216E-06 1.855E-06 1.756E-06 74.820 81.594 85.026 85.115 3.84565 4.19383 4.37022 4.37480 5.604E-07 5.391E-07 4.563E-07 4.503E-07 93.137 94.162 94.206 94.652 4.78712 4.83981 4.84210 4.86501 1.963E-07 1.721E-07 1.437E-07 1.313E-07 96.836 97.504 97.950 98.128 4.97725 5.01161 5.03452 5.04368 4. 343E-05 1.140 0.05861 1.520E-05 20.626 1.06017 4.717E-06 51.600 2.65220 1. 393E-06 88.858 4.56722 4.265E-07 94.786 4.87188 1. 080E-07 98.306 5.05284 3.520E-05 1.898 0.09755 1.280E-05 25.395 1.30528 4. 706E-06 56.636 2.91105 1. 336E-06 89.438 4.59699 3. 383E-07 95.008 4.88333 9. 881E-08 98.618 5.06888 3.436E-05 2.344 0.12046 1 .140E-05 27.356 1.40607 3. 930E-06 58.909 3.02787 1. 120E-06 90.641 4.65884 2. 851E-07 95.410 4.90395 8. 681E-08 98.841 5.08033 3.242E-05 5.107 0.26248 1. 045E-05 28.247 1.45188 3. 400E-06 66.218 3.40355 9. 669E-07 90.686 4.66113 2. 720E-07 95.632 4.91540 7. 923E-08 99.287 5.10324 OR EXCEEDED.2.743E-05 6.444 0.33120 9.072E-06 29.050 1.49311 2.953E-06 67.288 3.45852 8.932E-07 92.156 4.73673 2.580E-07 95.766 4.92227 6.617E-08 99.688 5.12385 2. 665E-05 6.454 0.33173 8. 921E-06 31.278 1.60765 2. 679E-06 74.374 3.82274 6. 724E-07 93.048 4.78254 2.146E-07 96.747 4.97267 4. 971E-08 100.000 5.13989 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 113 of 163 PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=0.262 1.059 1.304 2.542 2.908 4.190 4.367 K I XQSAVE(KI) 7 1 -8.57707 7 2 -10.33672 7 3 -11.09395 7 4 -11.26578 7 5 -12.08707 7 6 -12.26668 7 7 -13.01987 7 8 -13.19770 5.473E-05 3.877E-05 3.266E-05 2.285E-05 1.827E-05 1.548E-05 1.297E-05 1.051E-05 8.716E-06 7.387E-06 6. 366E-06 5.558E-06 4.895E-06 4.191E-06 3.562E-06 3.058E-06 2.648E-06 2.311E-06 1.857E-06 2.319E-05 ANNUAL AVERAGE = 1.XQINT(K,I)
XQSLOP(K,I)
-13.31160
-1.06563-14.67844
-1.55524-16.06300
-2.15597-17.97814
-3.01668-18.09517
-3.07661-20.89125
-4.55254-28.88731
-9.17720 NUMXQ(K)=
8 0.051 0.154 0.257 0.514 0.771 1.028 1.285 1.542 1.799 2.056 2.313 2.570 2.827 3.084 3.341 3.598 3.855 4.112 4.369 0.5 28E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 9.73 K= 7 FIVEXQ(K)=
2.319E-05 FIVEPR(K)=
9.728 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 114 oI 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A A A A B B B B B B B B B B C C C C C C C C C D D D D D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.1 4.1 0.03 0.03 0.44 0. 62 0. 62 0.30 0.74 0.15 0.03 0.03 0.03 0.03 0.35 0.35 0.59 0.27 0.38 0.18 0.03 0.03 0.21 0.35 0.77 0. 92 0.74 0.24 0.06 0.15 0.00 0.18 1.00 1.42 5.43 6.65 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 2. 582E-07 1. 964E-07 1. 313E-07 9. 887E-08 7.927E-08 6. 621E-08 4.974E-08 3. 999E-08 1. 629E-08 8.286E-07 5. 611E-07 4.270E-07 2. 855E-07 2. 149E-07 1.723E-07 1. 439E-07 1.081E-07 8. 693E-08 3.540E-08 1.763E-06 1.341E-06 8. 969E-07 6.751E-07 5. 413E-07 4. 521E-07 3.3 96E-07 2. 731E-07 I. 112E-07 2. 665E-05 9. 072E-06 6. 144E-06 4.717E-06 3.400E-06 2. 679E-06 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 8.275E-07 5. 604E-07 4.265E-07 2. 851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 3. 536E-08 1.756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3. 383E-07 2.720E-07 1.108E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 8.275E-07 5. 604E-07 4.265E-07 2. 851E-07 2. 146E-07 1. 721E-07 1. 437E-07 1. 080E-07 8. 681E-08 3. 536E-08 1.756E-06 1.336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 1. 108E-07 2.665E-05 9. 072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2.679E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M
-MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 115 of 163 1 D D D D D E E E E E E E E E E E F F F F F F F F F G G G G G G G G 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 6.70 4.84 5.97 1.65 0.62 0.01 0.80 1.24 1.62 6.53 7.24 5.61 3.96 3.10 0.50 0.18 0.01 0.62 1.24 1.57 8.12 5.91 2.95 0.35 0.12 0.01 0.44 1.03 0.56 1.77 0.95 0.41 0.03 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.312.2 312.2 312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 87.3 87.3 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 318.2 312.2 312.2 312.2 312.2 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 153.2 153.2 210.1 210.1 210.1 197.3 143.2 121.6 110.5 105.8 2. 216E-06 1. 886E-06 1. 417E-06 1. 139E-06 4.641E-07 4.947E-05 1. 684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4.759E-06 4. 079E-06 3. 064E-06 2.464E-06 1 .003E-06 1. 009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1.280E-05 1. 100E-05 9.499E-06 7.136E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3.242E-05 2. 874E-05 2. 536E-05 2.212E-05 2.221E-06 1.855E-06 1. 393E-06 1.120E-06 4.563E-07 6. 647E-05 2.263E-05 1. 532E-05 1.166E-05 7.797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1.477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1.732E-05 1.304E-05 1.045E-05 8.732E-06 6. 560E-06 3. 106E-04 1. 057E-04 7. 161E-05 5. 449E-05 3. 643E-05 2 .743E-05 2 199E-05 1.837E-05 2. 216E-06 1. 855E-06 1. 393E-06 1. 120E-06 4. 563E-07 4. 947E-05 1.684E-05 1. 140E-05 8.921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1 .009E-04 3. 436E-05 2. 327E-05 1.844E-05 1.520E-05 1.280E-05 1. 045E-05 8.732E-06 6.560E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3.242E-05 2. 743E-05 2.199E-05 1.837E-05 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX BB-5 I PAGE NO. 116 o f 163 1 A ENIBB5I AGN.1 of63I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.008 0.013 0.456 0.465 0.00060 0.00102 0.03538 0.03608 2.327E-05 2.199E-05 1.844E-05 1.837E-05 6.640 7.054 8.619 8.649 0.51501 0.54708 0.66849 0.67078 8.921E-06 8.732E-06 6.898E-06 6.560E-06 29.471 29.825 36.352 36.471 2.28572 2.31320 2.81945 2.82861 2.953E-06 2.679E-06 2.374E-06 2.216E-06 64.233 70.879 71.381 78.085 4.98186 5.49726 5.53620 6.05619 8.932E-07 8.275E-07 6.724E-07 5.604E-07 91.317 91.346 92.114 92.144 7.08242 7.08471 7.14427 7.14656 2.720E-07 2.580E-07 2.146E-07 1.963E-07 95.097 95.127 95.481 95.511 7.37562 7.37791 7.40540 7.40769 8.681E-08 7.923E-08 6.617E-08 4.971E-08 98.139 98.760 99.055 99.793 7.61157 7.65967 7.68258 7.73984 4. 343E-05 1.499 0.11626 1. 684E-05 9.446 0.73263 6. 144E-06 37.475 2.90649 1. 855E-06 82.929 6.43186 5.391E-07 93.059 7.21757 1.721E-07 96.101 7.45351 3. 997E-08 99.941 7.75130 3. 520E-05 2.060 0.15978 1.520E-05 17.568 1.36257 5. 632E-06 44.711 3.46771 1. 756E-06 82.958 6.43415 4. 563E-07 93.680 7.26567 1.437E-07 96.367 7.47412 3.536E-08 99.970 7.75359 3. 436E-05 2.680 0.20788 1.280E-05 23.475 1.82071 4.717E-06 46.128 3.57766 1.393E-06 88.924 6.89687 4.503E-07 94.418 7.32294 1. 313E-07 96.810 7.50848 1. 628E-08 100.000 7.75588 3. 242E-05 4.452 0.34532 1. 140E-05 24.716 1.91691 4. 706E-06 51.740 4.01289 1. 336E-06 89.131 6.91291 4. 265E-07 94.447 7.32523 1. 108E-07 96.958 7.51994 OR EXCEEDED.2.743E-05 5.398 0.41863 1.045E-05 27.669 2.14598 3.930E-06 55.698 4.31985 1.120E-06 90.785 7.04118 3.383E-07 94.684 7.34356 1.080E-07 97.342 7.54972 2. 665E-05 5.400 0.41880 9. 072E-06 27.846 2.15973 3. 400E-06 61.132 4.74133 9. 669E-07 90.962 7.05493 2. 851E-07 95.038 7.37104 9. 881E-08 97.962 7.59782 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 I PAGE NO. 117 of 163 I X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8) =0.345 1.819 3.465 4.010 5.493 6.052 6.428 K 8 8 8 8 8 8 8 8 I XQSAVE(K, 1 -8.577(2 -10.336'3 -11.2657 4 -12.087(5 -12 .2666 6 -12.8302 7 -13.0198 8 -13.1977 5. 277E-05 3. 712E-05 3.056E-05 2.112E-05 1. 677E-05 1.413E-05 1. 186E-05 9. 460E-06 7. 774E-06 6. 532E-06 5. 588E-06 4. 910E-06 4. 230E-06 3. 626E-06 3. 139E-06 2. 741E-06 2. 399E-06 2. 063E-06 I) XQINT(K,I)
XQSLOP(K,I) 07 -13.17650
-1.05111 72 -14.45838
-1.52558 78 -17.48852
-2.97352 07 -16.96167
-2.68349 68 -18.80489
-3.73701 23 -19.09670
-3.91953 87 -22.03260
-5.81318 70 NUMXQ(K)=
8 0.078 0.233 0.388 0.776 1.163 1.551 1.939 2.327 2.715 3.102 3.490 3.878 4.266 4.654 5.041 5.429 5.817 6.205 0.5 1.75E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 2. 677E-05 ANNUAL AVERAGE =6.45 K= 8 FIVEXQ(K)=
2.677E-05 FIVEPR(K)=
6.447 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 FPAGE NO. 118 of 163-1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE N SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS 1.6 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.03 0.19 0.22 0.47 0.25 0.88 0.28 0.06 0.06 0.25 0.55 0.33 0.39 0.47 0.14 0.08 0.06 0.22 0.64 1.13 0.91 0.61 0.77 0.19 0.00 0.28 0.91 1.77 6.27 7.05 5.94 5.42 5.20 1.60 METERS 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 312.2 312.2 2. 582E-07 1.313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4. 974E-08 3. 999E-08 1.629E-08 5. 611E-07 2.855E-07 2 .149E-07 1.723E-07 1 .439E-07 1.081E-07 8. 693E-08 3.540E-08 1.763E-06 1.341E-06 8. 969E-07 6.751E-07 5.413E-07 4.521E-07 3 .396E-07 2.731E-07 2. 665E-05 9.072E-06 6.144E-06 4 .717E-06 3. 400E-06 2. 679E-06 2.216E-06 1 .886E-06 1. 417E-06 1 .139E-06 2. 580E-07 1.313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 5. 604E-07 2. 851E-07 2 146E-07 1. 721E-07 1. 437E-07 1. 080E-07 8. 681E-08 3.536E-08 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3.383E-07 2. 720E-07 3. 137E-05 1.068E-05 7.232E-06 5.504E-06 3. 680E-06 2. 770E-06 2.221E-06 1.855E-06 1.393E-06 1. 120E-06 2 .580E-07 1.313E-07 9.881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 5. 604E-07 2. 851E-07 2.146E-07 1. 721E-07 1.437E-07 1. 080E-07 8. 681E-08 3. 536E-08 1. 756E-06 1.336E-06 8. 932E-07 6. 724E-07 5.391E-07 4. 503E-07 3. 383E-07 2. 720E-07 2. 665E-05 9. 072E-06 6.144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2 .216E-06 1.855E-06 1. 393E-06 1. 120E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB r APPENDIX BB-5 I PAGE NO. 119 of 163 D E E E E E E E E E E E F F F F F F F F F G G G G G G G 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.06 4828.0. 312.2 87.3 312.2 4.641E-07 4.563E-07 4.563E-07 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.01 0.77 1.66 2.49 7.10 6.69 6.05 3.81 3.95 0.55 0.03 0.01 0.58 1.82 2.65 6.47 3.21 1.13 0.33 0.03 0.01 0.69 1.49 1.91 2.29 0.50 0.08 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 153.2 153.2 210.1 210.1 210.1 197.3 143.2 121.6 110.5 4. 947E-05 1. 684E-05 1. 140E-05 8.921E-06 6.898E-06 5. 632E-06 4. 759E-06 4.079E-06 3.064E-06 2.464E-06 1. 003E-06 1. 009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1.520E-05 1.280E-05 1. 100E-05 9. 499E-06 7.136E-06 1. 884E-04 6.413E-05 4. 343E-05 3. 520E-05 3. 242E-05 2. 874E-05 2. 536E-05 6. 647E-05 2 .263E-05 1. 532E-05 1. 166E-05 7. 797E-06 5. 869E-06 4.706E-06 3. 930E-06 2. 953E-06 2.374E-06 9. 669E-07 1. 477E-04 5. 027E-05 3. 405E-05 2.591E-05 1.732E-05 1.304E-05 1.045E-05 8.732E-06 6. 560E-06 3. 106E-04 1.057E-04 7. 161E-05 5. 449E-05 3. 643E-05 2 .743E-05 2.199E-05 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4 706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1. 009E-04 3.436E-05 2. 327E-05 1.844E-05 1.520E-05 1.280E-05 1.045E-05 8 .732E-06 6. 560E-06 1. 884E-04 6. 413E-05 4. 343E-05 3.520E-05 3.242E-05 2. 743E-05 2. 199E-05 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
N SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX B1:-: I PAIGi NU.ILU 01- -. I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.012 0.017 0.708 0.717 0.00101 0.00143 0.05869 0.05942 2.327E-05 2.199E-05 1.844E-05 1.684E-05 9.316 9.399 12.053 12.826 0.77212 0.77899 0.99890 1.06304 8.732E-06 6.898E-06 6.560E-06 6.144E-06 28.387 35.490 35.518 36.430 2.35269 2.94140 2.94369 3.01928 2.679E-06 2.374E-06 2.216E-06 1.855E-06 72.029 72.582 78.524 83.942 5.96969 6.01550 6.50800 6.95698 6.724E-07 5.604E-07 5.391E-07 4.563E-07 92.814 92.869 93.781 93.836 7.69229 7.69687 7.77246 7.77704 1.721E-07 1.437E-07 1.313E-07 1.080E-07 96.573 96.960 97.153 97.623 8.00382 8.03589 8.05192 8.09087 4. 343E-05 2.209 0.18312 1. 520E-05 19.294 1.59906 5. 632E-06 43.119 3.57363 1.756E-06 83.997 6.96156 4.503E-07 94.445 7.82744 9.881E-08 97.844 8.10919 3. 520E-05 4.117 0.34117 1.280E-05 22.500 1.86478 4. 717E-06 44.888 3.72023 1. 393E-06 89.193 7.39221 3. 383E-07 95.218 7.89158 8. 681E-08 97.982 8.12065 3. 436E-05 4.697 0.38928 1. 140E-05 24.158 2.00222 4. 706E-06 50.941 4.22189 1. 336E-06 89.414 7.41053 2. 851E-07 95.467 7.91219 7.923E-08 98.452 8.15959 3.242E-05 6.991 0.57940 1.045E-05 25.292 2.09614 3. 930E-06 54.755 4.53801 1. 120E-06 91.017 7.54339 2. 720E-07 95.661 7.92823 6. 617E-08 98.701 8.18020 2 .743E-05 7.488 0.62064 9. 072E-06 25.568 2.11904 3. 400E-06 61.029 5.05800 9. 669E-07 91.045 7.54568 2. 580E-07 95.688 7.93052 4. 971E-08 99.585 8.25351 2. 665E-05 7.492 0.62093 8. 921E-06 28.056 2.32520 2. 953E-06 64.981 5.38556 8. 932E-07 91.681 7.59837 2.146E-07 96.241 7.97633 3. 997E-08 99.862 8.27641 3. 536E-08 1. 628E-08 99.945 100.000 8.28329 8.28787 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 121 of 163 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3) =4)=5)=6)=7)=8)=9)=0.579 1.597 1.863 3.570 4.218 5.966 6.504 6.953 K 9 9 9 9 9 9 9 9 9 I XQSAVE(K,I) 1 -8.57707 2 -10.33672 3 -11.09395 4 -11.26578 5 -12.08707 6 -12.26668 7 -12.83023 8 -13.01987 9 -13.19770 6. 079E-05 4. 323E-05 3. 645E-05 2. 510E-05 1. 852E-05 1. 461E-05 1. 127E-05 9. OOOE-06 7. 400E-06 6.221E-06 5. 381E-06 4. 803E-06 4.168E-06 3. 624E-06 3. 179E-06 2. 810E-06 2.452E-06 2.109E-06 3. 415E-05 XQINT(K,I)
XQSLOP(K,I)
-12.89270
-1.01233-15.37105
-1.99391-17.02617
-2.76549-17.37355
-2.93226-16.29315
-2.33299-18.04802
-3.34979-19.56366
-4.32282-20.82581
-5.15660 NUMXQ(K)=
9 0.083 0.249 0.414 0.829 1.243 1.658 2.072 2.486 2.901 3.315 3.730 4.144 4.558 4.973 5.387 5.802 6.216 6.630 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 6.03 ANNUAL AVERAGE = 2.03E-07 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB K= 9 FIVEXQ(K)=
3.415E-05 FIVEPR(K)=
6.033 APPENDIX BB-5 I PAGE NO. 122 of 163 I I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B 1 APPENDIX BB-5 I PAGE NO. 123 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z CLASS METER/SEC PERCENT AT 10.0 METERS A A A A A A A A A A B B B B B B B B B C C C C C C C C C D D D D D D 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.03 0.09 0.03-0.35 0.38 0.60 0.63 1.04 0.41 0.13 0.03 0.09 0.41 0.73 0.66 0.85 0.76 0.19 0.06 0.06 0.22 1.29 1.14 1.20 0.88 0.95 0.22 0.09 0.01 0.50 1.04 2.15 7.10 6.47 METERS 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.METERS METERS METERS METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 MEANDER-SY METERS 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 MEANDER BLDG WAKE CA=1459.SQ.METERS USED** CHI/Q VALUES (SEC/CUBIC METER)3. 812E-07 2. 582E-07 1. 964E-07 1. 313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4. 974E-08 3. 999E-08 1. 629E-08 5. 611E-07 4. 270E-07 2. 855E-07 2. 149E-07 1. 723E-07 1. 439E-07 1. 081E-07 8. 693E-08 3. 540E-08 1. 763E-06 1.341E-06 8. 969E-07 6.751E-07 5. 413E-07 4.521E-07 3.396E-07 2. 731E-07 1. 112E-07 2. 665E-05 9. 072E-06 6.144E-06 4. 717E-06 3. 400E-06 2. 679E-06 3. 810E-07 2. 580E-07 1. 963E-07 1.313E-07 9.881E-08 7.923E-08 6. 617E-08 4.971E-08 3. 997E-08 1. 628E-08 5. 604E-07 4.265E-07 2. 851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 3. 536E-08 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 1. 108E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 3. 680E-06 2.770E-06 3 810E-07 2 580E-07 1 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 5. 604E-07 4 265E-07 2 851E-07 2 146E-07 1 721E-07 1 437E-07 1 080E-07 8. 681E-08 3. 536E-08 1. 756E-06 1. 336E-06 8. 932E-07 6.724E-07 5. 391E-07 4. 503E-07 3.383E-07 2.720E-07 1.108E-07 2.665E-05 9. 072E-06 6. 144E-06 4.717E-06 3.400E-06 2. 679E-06 0.4 1.1 1.6 2.1 3.1 4.1
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 124 of 163 D D D D D E E E E E E E E E E E F F F F F F F F G G G G G 5.2 6.2 8.2 10.3 25.2 0.4 1..1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 0.4 1.1 1.6 2.1 3.2 5.99 4.92 6.97 2.40 0.44 0.01 1.10 2.24 2.84 6.56 5.43 5.02 4.67 4.48 1.55 0.03 0.01 0.95 2.30 3.22 2.71 1.20 0.13 0.03 0.02 1.36 1.33 1.07 0.22 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.312.2 312.2 312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 87.3 87.3.55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 318.2 312.2 312.2 312.2 312.2 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 153.2 210.1 210.1 210.1 197.3 143.2 2 .216E-06 1. 886E-06 1. 417E-06 1.139E-06 4 .641E-07 4. 947E-05 1. 684E-05 1. 140E-05 8.921E-06 6.8 98E-06 5. 632E-06 4. 759E-06 4 .079E-06 3.064E-06 2. 464E-06 1. 003E-06 1 .009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1 .280E-05 1. 100E-05 9.499E-06 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3.242E-05 2.221E-06 1. 855E-06 1.393E-06 1.120E-06 4.563E-07 6. 647E-05 2.263E-05 1.532E-05 1 .166E-05 7.797E-06 5. 869E-06 4.706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1.477E-04 5. 027E-05 3. 405E-05 2.591E-05 1.732E-05 1.304E-05 1.045E-05 8. 732E-06 3. 106E-04 1.057E-04 7.161E-05 5.449E-05 3. 643E-05 2 .216E-06 1. 855E-06 1. 393E-06 1. 120E-06 4.563E-07 4. 947E-05 1. 684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3.930E-06 2.953E-06 2.374E-06 9. 669E-07 1 .009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1 .280E-05 1 .045E-05 8 .732E-06 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX BB-5 I PAGE NO. 125 of 163 1 APPENDIX BB-5 I PAGENO. 125 of 163 I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 6.413E-05 0.024 0.032 1.389 0.00173 0.00233 0.10083 1.844E-05 1.684E-05 1.520E-05 10.494 11.598 14.311 0.76193 0.84210 1.03910 6.144E-06 5.632E-06 4.717E-06 28.856 34.282 36.428 2.09511 2.48911 2.64487 1.855E-06 1.756E-06 1.393E-06 76.622 76.685 83.657 5.56321 5.56779 6.07403 4.563E-07 4.503E-07 4.265E-07 90.409 91.292 91.387 6.56424 6.62838 6.63525 1.721E-07 1.437E-07 1.313E-07 94.510 95.362 95.709 6.86203 6.92388 6.94908 3.997E-08 3.536E-08 1.628E-08 99.811 99.874 100.000 7.24687 7.25145 7.26061 4. 947E-05 1.401 0.10174 1. 280E-05 15.510 1.12615 4. 706E-06 41.444 3.00909 1.336E-06 83.878 6.09007 3. 810E-07 91.419 6.63754 1. 108E-07 95.804 6.95595 4.343E-05 2.726 0.19795 1.140E-05 17.750 1.28879 3. 930E-06 46.113 3.34811 1. 120E-06 86.276 6.26416 3. 383E-07 92.365 6.70626 1. 080E-07 96.561 7.01093 3.520E-05 3.799 0.27583 1.045E-05 17.877 1.29795 3.400E-06 53.212 3.86352 9. 669E-07 86.308 6.26645 2. 851E-07 92.775 6.73604 9. 881E-08 96.940 7.03841 3. 436E-05 4.745 0.34455 9. 072E-06 18.381 1.33460 2. 953E-06 57.692 4.18880 8. 932E-07 87.601 6.36037 2. 720E-07 92.996 6.75208 8. 681E-08 97.129 7.05216 3.242E-05 4.966 0.36058 8.921E-06 21.221 1.54076 2. 679E-06 64.160 4.65839 6. 724E-07 88.737 6.44283 2. 580E-07 93.091 6.75895 7. 923E-08 97.728 7.09568 OR EXCEEDED.2.665E-05 4.973 0.36106 8.732E-06 21.252 1.54305 2.374E-06 65.706 4.77063 5.604E-07 88.768 6.44513 2.146E-07 93.816 6.81164 6.617E-08 98.359 7.14149 2 .327E-05 7.276 0.52828 6. 898E-06 27.815 2.01952 2.216E-06 71.700 5.20586 5. 391E-07 89.967 6.53217 1. 963E-07 93.848 6.81393 4. 971E-08 99.401 7.21709 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 I PAGE NO. 126 of 163 1 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE( 2)=XSAVE( 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =XSAVE (11) =0.101 0.344 1.038 2.487 3.006 4 .655 5.202 5.559 6.070 6.260 K 10 10 10 10 10 10 10 10 10 10 10 I XQSAVE(K,I) 1 -8.57707 2 -9.65463 3 -10.27864 4 -11.09395 5 -12.08707 6 -12.26668 7 -12.83023 8 -13.01987 9 -13.19770 10 -13.48372 11 -13.70185 7. 077E-05 4. 373E-05 3. 313E-05 2. 004E-05 1 .446E-05 1.054E-05 8. 183E-06 6. 610E-06 5. 524E-06 4. 869E-06 4.246E-06 3. 715E-06 3.284E-06 2. 929E-06 2. 620E-06 2. 309E-06 1. 965E-06 1. 613E-06 1.245E-06 XQINT(K,I)
XQSLOP(K,I)
-12.81680
-1.02400-14.65183
-1.61823-15.92686
-2.09003-17.65345
-2.83671-16.36502
-2.18011-17.54812
-2.80946-18.75804
-3.52995-21.86278
-5.43990-23.56004
-6.50544-35.10695
-13.96030 NUMXQ(K)=
11 0.073 0.218 0.363 0.726 1.089 1.452 1.815 2.178 2.541 2. 904 3.267 3.630 3.993 4.356 4.719 5.082 5.445 5.808 6.172 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB 2.639E-05 0.5 6.89 ANNUAL AVERAGE = 1.73E-07 K= 10 FIVEXQ(K)=
2.639E-05 FIVEPR(K)=
6.886..........
.m ....... ... ... I APPENDIX BB-5 I PAGE NO. 127 of 163 1 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB [ APPENDIX BB-5 I PAGE NO. 128 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NE SECTOR.STABILITY WINDSPEED FREQUENCY CLASS METER/SEC PERCENT AT 10.0 METERS DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.07 0.17 0.65 0.69 0.96 0.65 0.99 0.24 0.07 0.07 0.75 0.99 1.06 0.75 0.48 0.14 0.10 0.34 0.21 1.23 1.54 1.64 0.96 0.65 0.14 0.14 0.01 0.72 1.68 2.54 9.05 8.29 8.33 5.62 METERS 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.MEANDER BLDG WAKE CA=1459.SQ.METERS USED 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 2. 582E-07 1. 964E-07 1. 313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4.974E-08 3. 999E-08 1. 629E-08 4.270E-07 2.855E-07 2.14 9E-07 1.723E-07 1. 439E-07 1.081E-07 8.693E-08 3. 540E-08 1. 763E-06 1. 341E-06 8. 969E-07 6. 751E-07 5. 413E-07 4. 521E-07 3. 396E-07 2. 731E-07 1. 112E-07 2. 665E-05 9.072E-06 6.144E-06 4. 717E-06 3. 400E-06 2.679E-06 2 .216E-06 1. 886E-06 2.580E-07 1. 963E-07 1.313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 4.265E-07 2.851E-07 2.146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 3.536E-08 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5.391E-07 4. 503E-07 3. 383E-07 2.720E-07 1.108E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 3. 680E-06 2.770E-06 2. 221E-06 1. 855E-06 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 4 .265E-07 2.851E-07 2.146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 3. 536E-08 1. 756E-06 1 .336E-06 8. 932E-07 6.724E-07 5.391E-07 4. 503E-07 3. 383E-07 2. 720E-07 1.108E-07 2. 665E-05 9.072E-06 6.144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2 .216E-06 1. 855E-06 D D D D D D D D 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 129 of 163 D D D E E E E E E E E E E 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 0.4 1.1 1.6 2.1 3.2 4.2 5.3 0.4 1.1 1.6 2.1 3.2 5.24 1.34 0.93 0.02 1.47 3.26 4.22 7.40 5.96 4.52 1.85 1.51 0.21 0.01 1.58 2.26 1.75 1.47 0.10 0.07 0.03 1.71 0.93 0.21 0.03 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 312.2 312.2 312.2 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 210.1 210.1 210.1 197.3 143.2 1.417E-06 1. 139E-06 4.641E-07 4.947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6.898E-06 5. 632E-06 4.759E-06 4.079E-06 3. 064E-06 2. 464E-06 1. 009E-04 3. 436E-05 2. 327E-05 1.844E-05 1.520E-05 1.280E-05 1. 100E-05 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3. 242E-05 1.393E-06 1.120E-06 4.563E-07 6. 647E-05 2 .263E-05 1. 532E-05 1. 166E-05 7.797E-06 5. 869E-06 4.706E-06 3. 930E-06 2. 953E-06 2.374E-06 1. 477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1. 732E-05 1. 304E-05 1. 045E-05 3.106E-04 1.057E-04 7.161E-05 5. 449E-05 3. 643E-05 1. 393E-06 1.120E-06 4. 563E-07 4.947E-05 1.684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4.706E-06 3.930E-06 2. 953E-06 2.374E-06 1. 009E-04 3. 436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1. 280E-05 1.045E-05 1. 884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3.242E-05 F F F F F F F G G G G G CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.I PAGE NO. 130 of 163 1 1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.030 0.044 1.757 1.774 0.00202 0.00293 0.11746 0.11858 1.844E-05 1.684E-05 1.520E-05 1.280E-05 8.534 10.008 11.482 11.584 0.57047 0.66896 0.76746 0.77434 5.632E-06 4.717E-06 4.706E-06 3.930E-06 34.888 37.424 41.947 43.798 2.33200 2.50152 2.80389 2.92758 1.756E-06 1.393E-06 1.336E-06 1.120E-06 77.142 82.385 82.591 83.928 5.15642 5.50690 5.52064 5.60998 3.383E-07 2.851E-07 2.720E-07 2.580E-07 90.953 91.707 91.844 91.912 6.07957 6.12997 6.13913 6.14371 1.080E-07 9.881E-08 8.681E-08 7.923E-08 96.162 96.847 96.984 97.944 6.42776 6.47357 6.48273 6.54687 4. 343E-05 2.699 0.18043 1.140E-05 14.840 0.99195 3. 400E-06 52.845 3.53233 8. 932E-07 85.161 5.69244 2.146E-07 92.906 6.21014 6. 617E-08 98.595 6.59039 3 .520E-05 2.905 0.19417 1. 045E-05 14.909 0.99653 2. 953E-06 54.353 3.63312 6. 724E-07 86.703 5.79553 1.963E-07 93.078 6.22159 4. 971E-08 99.589 6.65682 3. 436E-05 4.481 0.29954 9. 072E-06 15.628 1.04464 2. 679E-06 62.646 4.18746 5. 391E-07 88.348 5.90548 1.721E-07 94.140 6.29260 3. 997E-08 99.829 6.67286 3.242E-05 4.516 0.30183 8. 921E-06 19.843 1.32639 2.374E-06 62.852 4.20121 4. 563E-07 89.274 5.96733 1.437E-07 94.894 6.34300 3. 536E-08 99.931 6.67973 2. 665E-05 4.525 0.30245 6. 898E-06 27.246 1.82118 2 .216E-06 71.179 4.75784 4. 503E-07 90.233 6.03147 1.313E-07 95.545 6.38652 1. 628E-08 100.000 6.68431 2.327E-05 6.787 0.45364 6.14 4E-06 28.925 1.93342 1. 855E-06 76.799 5.13352 4 .265E-07 90.302 6.03605 1. 108E-07 95.682 6.39569 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 131 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2)=XSAVE( 3)=XSAVE( 4)=XSAVE( 5)=XSAVE( 6)=XSAVE( 7)=XSAVE( 8)=XSAVE( 9)=XSAVE (10) =0.117 0.299 0.767 2.330.801 4.184 4.754 5.130 5.503 K 11 11 11 11 11 11 11 11 11 11 I XQSAVE(K, 1 -8.577 2 -9.654 3 -10.278 4 -11.093 5 -12.087 6 -12.266 7 -12.830.8 -13.019 9 -13.197 10 -13.483 7. 586E-05 4. 519E-05 3. 138E-05 1 .723E-05 1. 213E-05 9. 436E-06 7. 711E-06 6. 506E-06 5. 614E-06 4. 932E-06 4. 276E-06 3. 695E-06 3. 231E-06 2. 852E-06 2. 537E-06 2.272E-06 1. 961E-06 1.571E-06 I) XQINT(K,I)
XQSLOP(K,I) 07 -12.73798
-1.01346 63 -16.11759
-2.12429 64 -17.19110
-2.51485 95 -16.63585
-2.28583 07 -16.60370
-2.26968 68 -18.21169
-3.11118 23 -18.24765
-3.13197 87 -21.09208
-4.83607 70 -26.73759
-8.29449 72 NUMXQ(K)=
10 0.067 0.201 0.334 0.668 1.003 1.337 1. 671 2.005 2.340 2. 674 3.008 3.342 3.676 4.011 4.345 4.679 5.013 5.347 0.5 1.67E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 7.48 2.227E-05 ANNUAL AVERAGE K= 11 FIVEXQ(K)=
2.227E-05 FIVEPR(K)=
7.480 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 132 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ENE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A A A A B B B B B B B B B C C C C C C C C C 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.23 0.15 0.39 0.35 0.89 0.58 0.96 0.12 0.04 0.04 0.19 0.23 0.50 0.96 0.50 0.39 0.23 0.08 0.08 0.31 0.73 0.85 1.27 0.50 0.89 0.27 0.15 0.01 1.12 1.93 2.89 8.18 8.53 8.76 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 2. 582E-07 1. 964E-07 1. 313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4. 974E-08 3.999E-08 1. 629E-08 5. 611E-07 4.270E-07 2. 855E-07 2. 149E-07 1. 723E-07 1. 439E-07 1.081E-07 8. 693E-08 3. 540E-08 1.763E-06 1.341E-06 8. 969E-07 6. 751E-07 5. 413E-07 4.521E-07 3. 396E-07 2.731E-07 1.112E-07 2. 665E-05 9. 072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2 .216E-06 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 5. 604E-07 4.265E-07 2. 851E-07 2.14 6E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 3. 536E-08 1.756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3. 383E-07 2. 720E-07 1. 108E-07 3. 137E-05 1. 068E-05 7 .232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2. 221E-06 2.580E-07 1. 963E-07 1. 313E-07 9.881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1.628E-08 5. 604E-07 4.265E-07 2.851E-07 2 .146E-07 1.721E-07 1. 437E-07 1. 080E-07 8. 681E-08 3.536E-08 1 .756E-06 1.336E-06 8. 932E-07 6. 724E-07 5.391E-07 4. 503E-07 3. 383E-07 2 .720E-07 1.108E-07 2. 665E-05 9. 072E-06 6. 144E-06 4.717E-06 3.400E-06 2. 679E-06 2. 216E-06 D D D D D D D 0.4 1.1 1.6 2.1 3.1 4.1 5.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 133 of 163 D D D D E E E E E E E E E E F F F F F F F F G G G G G 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 5.94 7.37 3.13 1.70 0.02 1.70 2.89 4.17 6.95 5.67 3.97 1.20 0.81 0.08 0.02 2.08 2.66 1.93 0.62 0.23 0.08 0.04 0.04 2.01 1.16 0.15 0.08 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.312.2 312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 87.3 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 312.2 312.2 312.2 312.2 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 158.4 153.2 210.1 210.1 210.1 197.3 143.2 1. 886E-06 1. 417E-06 1. 139E-06 4. 641E-07 4.947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6.898E-06 5. 632E-06 4. 759E-06 4. 079E-06 3. 064E-06 2. 464E-06 1. 009E-04 3. 436E-05 2. 327E-05 1.844E-05 1.520E-05 1. 280E-05 1. I00E-05 9.499E-06 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3.242E-05 1. 855E-06 1. 393E-06 1.120E-06 4. 563E-07 6. 647E-05 2.263E-05 1.532E-05 1. 166E-05 7.797E-06 5. 869E-06 4.706E-06 3. 930E-06 2. 953E-06 2. 374E-06 1. 477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1.732E-05 1.304E-05 1.045E-05 8. 732E-06 3. 106E-04 1. 057E-04 7. 161E-05 5. 449E-05 3. 643E-05 1.855E-06 1. 393E-06 1. 120E-06 4. 563E-07 4. 947E-05 1. 684E-05 1.140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4.706E-06 3. 930E-06 2. 953E-06 2. 374E-06 1. 009E-04 3. 436E-05 2. 327E-05 1.844E-05 1.520E-05 1. 280E-05 1. 045E-05 8.732E-06 1. 884E-04 6. 413E-05 4.343E-05 3. 520E-05 3 .242E-05 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 0.4 1.1 1.6 2.1 3.2 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 6.413E-05 4.947E-05 4.343E-05 3.520E-05 3.436E-05 3.242E-05 2.665E-05 0.035 0.053 2.060 2.079 3.237 3.391 5.475 5.553 5.567 0.00210 0.00317 0.12229 0.12343 0.19215 0.20131 0.32501 0.32959 0.33044 1.844E-05 1.684E-05 1.520E-05 1.280E-05 1.140E-05 1.045E-05 9.072E-06 8.921E-06 8.732E-06 10.159 11.857 12.475 12.706 15.601 15.678 16.797 20.965 21.004 0.60304 0.70383 0.74048 0.75422 0.92602 0.93061 0.99704 1.24443 1.24672 6.144E-06 5.632E-06 4.717E-06 4.706E-06 3.930E-06 3.400E-06 2.953E-06 2.679E-06 2.374E-06 29.880 35.552 38.447 42.422 43.618 51.799 52.610 61.139 61.216 1.77358 2.11031 2.28211 2.51805 2.58906 3.07469 3.12279 3.62904 3.63362 1.855E-06 1.756E-06 1.393E-06 1.336E-06 1.120E-06 8.932E-07 6.724E-07 5.604E-07 5.391E-07 75.919 75.996 83.367 83.676 86.802 87.535 88.384 88.423 89.696 4.50637 4.51095 4.94847 4.96680 5.15234 5.19587 5.24626 5.24855 5.32415 4.503E-07 4.265E-07 3.383E-07 2.851E-07 2.720E-07 2.580E-07 2.146E-07 1.963E-07 1.721E-07 91.896 92.089 92.976 93.208 93.478 93.710 94.211 94.366 95.330 5.45472 5.46617 5.51885 5.53260 5.54863 5.56238 5.59216 5.60132 5.65859 1.313E-07 1.108E-07 1.080E-07 9.881E-08 8.681E-08 7.923E-08 6.617E-08 4.971E-08 3.997E-08 96.218 96.372 96.758 97.106 97.337 98.225 98.804 99.768 99.884 5.71127 5.72043 5.74334 5.76396 5.77770 5.83039 5.86475 5.92202 5.92889 I PAGELNO. 13+/-_2 016 j~2.327E-05 8.230 0.48850 6.898E-06 27.950 1.65904 2.216E-06 69.976 4.15360 4. 563E-07 91.394 5.42494 1. 437E-07 95.832 5.68837 3. 536E-08 99.961 5.93347 1. 628E-08 100.000 5.93576 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 135 of 163 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2)=XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (i0) =0.122 0.325 0.703 1.657 2.108 2.516 4.150 4.503 4.945 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
K I XQSAVE(K,I) 12 1 -8.57707 12 2 -9.65463 12 3 -10.27864 12 4 -10.99177 12 5 -11.88432 12 6 -12.08707 12 7 -12.26668 12 8 -13.01987 12 9 -13.19770 12 10 -13.48372 7.944E-05 5.078E-05 3.650E-05 1.981E-05 1.331E-05 9. 890E-06 7.792E-06 6.503E-06 5. 708E-06 4. 999E-06 4. 320E-06 3. 701E-06 3.210E-06 2. 813E-06 2. 487E-06 2 .214E-06 1. 905E-06 1. 582E-06 XQINT(K,I)
XQSLOP(K,I)
-12.71690
-1.01056-15.78453
-2.02288-17.57358
-2.68018-17.72768
-2.74294-16.27337
-2.06027-16.97881
-2.40745-18.85408
-3.36553-21.04370
-4.62864-24.00276
-6.37429 NUMXQ(K)=
10 0.059 0.178 0.297 0.594 0.890 1.187 1.484 1.781 2.078 2.374 2.671 2.968 3.265 3.561 3.858 4.155 4.452 4.749 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 2.326E-05 0.5 8.42 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB B ANNUAL AVERAGE = 1.58E-07 K= 12 FIVEXQ(K)=
2.326E-05 FIVEPR(K)=
8.424 APPENDIX BB-5 1 PAGE NO. 136 of 163 [
I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 137 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE E SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 0.03 0.11 0.27 0.38 0.49 0.74 0.71 0.27 0.03 0.03 0.11 0.30 0.44 0.76 0.57 0.52 0.27 0.08 0.14 0.68 1.09 0.74 0.74 0.90 0.27 0.08 0.01 0.71 1.25 2.24 6.57 7.77 8.94 6.90 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 2. 582E-07 1. 964E-07 1.313E-07 9.887E-08 7.927E-08 6. 621E-08 4. 974E-08 3. 999E-08 1. 629E-08 5. 611E-07 4.270E-07 2. 855E-07 2. 149E-07 1. 723E-07 1. 439E-07 1.081E-07 8. 693E-08 1. 763E-06 1.341E-06 8. 969E-07 6.751E-07 5. 413E-07 4.521E-07 3.396E-07 2. 731E-07 1. 112E-07 2. 665E-05 9.072E-06 6. 144E-06 4 .717E-06 3. 400E-06 2. 679E-06 2.216E-06 1. 886E-06 2.580E-07 1. 963E-07 1.313E-07 9. 881E-08 7.923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 5. 604E-07 4.265E-07 2. 851E-07 2. 146E-07 1.721E-07 1.437E-07 1. 080E-07 8. 681E-08 1. 756E-06 1. 336E-06 8. 932E-07 ,6. 724E-07 5. 391E-07 4.503E-07 3. 383E-07 2.720E-07 1. 108E-07 3. 137E-05 1.068E-05 7 .232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2. 221E-06 1. 855E-06 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 5. 604E-07 4 .265E-07 2.851E-07 2.146E-07 1.721E-07 1.437E-07 1. 080E-07 8. 681E-08 1 .756E-06 1. 336E-06 8. 932E-07 6.724E-07 5.391E-07 4. 503E-07 3. 383E-07 2. 720E-07 1.108E-07 2. 665E-05 9 .072E-06 6. 144E-06 4.717E-06 3.400E-06 2. 679E-06 2 .216E-06 1.855E-06 CALCULATION NO. BYR04-050 BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 138 of 163 D 8.2 10.99 4828. 0. 0. 312.2 87.3 312.2 1.417E-06 1.393E-06 1.393E-06 D 10.3 3.87 4828. 0. 0. 312.2 87.3 312.2 1.139E-06 1.120E-06 1.120E-06 D 25.2 2.67 4828. 0. 0. 312.2 87.3 312.2 4.641E-07 4.563E-07 4.563E-07 E 0.4 0.02 4828. 0. 0. 222.0 55.4 309.6 4.947E-05 6.647E-05 4.947E-05 E 1.1 1.69 4828. 0. 0. 222.0 55.4 309.6 1.684E-05 2.263E-05 1.684E-05 E 1.6 2.84 4828. 0. 0. 222.0 55.4 309.6 1.140E-05 1.532E-05 1.140E-05 E 2.1 2.67 4828. 0. 0. 222.0 55.4 301.1 8.921E-06 1.166E-05 8.921E-06 E 3.2 6.84 4828. 0. 0. 222.0 55.4 260.4 6.898E-06 7.797E-06 6.898E-06 E 4.2 5.15 4828. 0. 0. 222.0 55.4 240.1 5.632E-06 5.869E-06 5.632E-06 E 5.3 4.20 4828. 0. 0. 222.0 55.4 227.8 4.759E-06 4.706E-06 4.706E-06 E 6.3 1.39 4828. 0. 0. 222.0 55.4 222.0 4.079E-06 3.930E-06 3.930E-06 E 8.4 1.04 4828. 0. 0. 222.0 55.4 222.0 3.064E-06 2.953E-06 2.953E-06 E 10.5 0.22 4828. 0. 0. 222.0 55.4 222.0 2.464E-06 2.374E-06 2.374E-06 F 0.4 0.02 4828. 0. 0. 153.2 34.5 243.9 1.009E-04 1.477E-04 1.009E-04 F 1.1 1.91 4828. 0. 0. 153.2 34.5 243.9 3.436E-05 5.027E-05 3.436E-05 F 1.6 3.08 4828. 0. 0. 153.2 34.5 243.9 2.327E-05 3.405E-05 2.327E-05 F 2.1 1.72 4828. 0. 0. 153.2 34.5 234.2 1.844E-05 2.591E-05 1.844E-05 F 3.2 1.01 4828. 0. 0. 153.2 34.5 189.9 1.520E-05 1.732E-05 1.520E-05 F 4.2 0.08 4828. 0. 0. 153.2 34.5 169.8 1.280E-05 1.304E-05 1.280E-05 F 5.3 0.05 4828. 0. 0. 153.2 34.5 158.4 1.100E-05 1.045E-05 1.045E-05 G 0.4 0.04 4828. 0. 0. 105.8 21.5 210.1 1.884E-04 3.106E-04 1.884E-04 G 1.1 1.99 4828. 0. 0. 105.8 21.5 210.1 6.413E-05 1.057E-04 6.413E-05 G 1.6 1.06 4828. 0. 0. 105.8 21.5 210.1 4.343E-05 7.161E-05 4.343E-05 G 2.1 0.25 4828. 0. 0. 105.8 21.5 197.3 3.520E-05 5.449E-05 3.520E-05 G 3.2 0.05 4828. 0. 0. 105.8 21.5 143.2 3.242E-05 3.643E-05 3.242E-05 CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 139 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
E SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 0.035 0.052 0.00294 0.00433 1.844E-05 1.684E-05 10.143 11.834 0.85197 0.99400 5.632E-06 4.717E-06 32.450 34.686 2.72576 2.91359 1.756E-06 1.393E-06 71.802 82.792 6.03122 6.95437 4.265E-07 3.383E-07 92.855 93.755 7.79963 7.87522 1.108E-07 1.080E-07 96.591 97.109 8.11345 8.15698 X/Q PERCENTILES
: 6. 413E-05 2.042 0.17156 1. 520E-05 12.843 1.07875 4. 706E-06 38.886 3.26636 1. 336E-06 82.928 6.96582 2.851E-07 94.055 7.90042 9. 881E-08 97.491 8.18905 4. 947E-05 2.061 0.17316 1. 280E-05 12.924 1.08562 3. 930E-06 40.277 3.38318 1. 120E-06 86.801 7.29110 2. 720E-07 94.328 7.92333 8. 681E-08 97.764 8.21195 4. 343E-05 3.125 0.26250 1.140E-05 15.761 1.32386 3.400E-06 46.849 3.93524 8.932E-07 87.483 7.34837 2.580E-07 94.355 7.92562 7.923E-08 98.255 8.25319 3.520E-05 3.370 0.28311 1. 045E-05 15.815 1.32844 2. 953E-06 47.886 4.02229 6. 724E-07 88.574 7.43999 2.146E-07 94.791 7.96227 6. 617E-08 98.991 8.31503 3.436E-05 5.279 0.44346 9. 072E-06 16.524 1.38799 2. 679E-06 55.658 4.67513 5. 604E-07 88.601 7.44228 1. 963E-07 94.900 7.97143 4. 971E-08 99.700 8.37459 3.242E-05 5.334 0.44804 8. 921E-06 19.197 1.61248 2. 374E-06 55.876 4.69346 5. 391E-07 89.337 7.50413 1.721E-07 95.664 8.03557 3. 997E-08 99.973 8.39750 OR EXCEEDED.2.665E-05 5.343 0.44881 6.898E-06 26.042 2.18745 2.216E-06 64.821 5.44480 4.563E-07 92.010 7.72862 1.437E-07 96.237 8.08368 1.628E-08 100.000 8.39979 2.327E-05 8.425 0.70766 6. 144E-06 27.296 2.29282 1. 855E-06 71.720 6.02435 4. 503E-07 92.746 7.79047 1.313E-07 96.509 8.10658 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M -FMINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 140 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8) =XSAVE 9)=XSAVE (10)=0.443 0.707 0.993 2.723 3.263 5.441 6.020 6.951 K 13 13 13 13 13 13 13 13 13 13 I XQSAVE(K, 1 -8.5770 2 -9.6546 3 -10.2786 4 -10.668: 5 -10.991 6 -12.087(7 -12.2666 8 -13.0198 9 -13.197 10 -13.483 7. 933E-05 5. 016E-05 3. 567E-05 1. 980E-05 1. 320E-05 9.717E-06 7.595E-06 6. 170E-06 5.228E-06 4.522E-06 3. 823E-06 3.279E-06 2. 846E-06 2. 495E-06 2 .205E-06 1. 936E-06 1. 698E-06 1 .493E-06 I) XQINT(K,I)
XQSLOP(K,I) 07 -12.54565
-0.98786 63 -15.56285
-2.01884 64 -16.51121
-2.38116 38 -17.03023
-2.59268 77 -17.27662
-2.69846 07 -16.41974
-2.25290 68 -18.05416
-3.13952 87 -18.67047
-3.52387 70 -19.23569
-3.88782 72 NUMXQ(K)=
10 0.084 0.252 0.420 0.840 1.260 1.680 2.100 2.520 2.940 3.360 3.780 4.200 4.620 5.040 5.460 5.880 6.300 6.720 0.5 2.12E-07 1.000 3.000 5.000 10.000 15.000 20.000 25. 000 30.000 35.000 40.000 45. 000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 3. 115E-05 ANNUAL AVERAGE =5.95 K= 13 FIVEXQ(K)=
3.115E-05 FIVEPR(K)=
: 5. 953 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B [ APPENDIX BB-5 [ PAGE NO. 141 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ESE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A A A B B B B B B B B B B C C C C C C C C C D D D D D D D 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1. 1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.03 0.08 0.44 0.83 0.89 0.53 1.27 0.11 0.03 0.03 0.03 0.19 0.55 0.75 0.89 0.72 0.25 0.06 0.08 0.14 0.80 1.11 1.25 1.13 1.19 0.47 0.06 0.01 0.89 1.77 2.96 8.63 9.93 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 2. 582E-07 1. 964E-07 1.313E-07 9. 887E-08 7.927E-08 6. 621E-08 4.974E-08 3. 999E-08 8. 286E-07 5. 611E-07 4.270E-07 2.855E-07 2.149E-07 1.723E-07 1. 439E-07 1.081E-07 8. 693E-08 3. 540E-08 1.763E-06 1.341E-06 8. 969E-07 6.751E-07 5. 413E-07 4.521E-07 3. 396E-07 2. 731E-07 1.112E-07 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 8.275E-07 5. 604E-07 4.265E-07 2. 851E-07 2. 146E-07 1.721E-07 1.437E-07 1.080E-07 8. 681E-08 3. 536E-08 1 .756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2.720E-07 1.108E-07 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6.617E-08 4. 971E-08 3. 997E-08 8.275E-07 5. 604E-07 4. 265E-07 2. 851E-07 2.146E-07 1. 721E-07 1.437E-07 1. 080E-07 8.681E-08 3. 536E-08 1. 756E-06 1. 336E-06 8.932E-07 6. 724E-07 5.391E-07 4.503E-07 3. 383E-07 2. 720E-07 1.108E-07 0.4 1.1 1.6 2.1 3.1 4.1 0.0.0.0.0.0.0.0.0.0.0.0.0.87.3 87.3 87.3 87.3 87.3 87.3 2.665E-05 3.137E-05 2.665E-05 9.072E-06 1.068E-05 9.072E-06 6.144E-06 7.232E-06 6.144E-06 4.717E-06 5.504E-06 4.717E-06 3.400E-06 3.680E-06 3.400E-06 2.679E-06 2.770E-06 2.679E-06 2.216E-06 2.221E-06 2.216E-06 5.2 10.27 4828.0. 312.2 87.3 318.2
[CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 142 of 163 D D D D E E E E E E E E E E E F F F F F F G G G G G 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 8.69 8.80 3.76 0.89 0.02 1.80 2.85 3.21 6.03 3.54 1.80 0.55 0.22 0.03 0.11 0.02 2.46 2.16 0.69 0.50 0.03 0.05 2.60 0.64 0.17 0.03 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.312.2 312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 87.3 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 312.2 312.2 312.2 312.2 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 222.0 222.0 243.9 243.9 243.9 234.2 189.9 169.8 210.1 210.1 210.1 197.3 143.2 1. 886E-06 1.417E-06 1. 139E-06 4. 641E-07 4. 947E-05 1. 684E-05 1.140E-05 8.921E-06 6. 898E-06 5. 632E-06 4. 759E-06 4.079E-06 3. 064E-06 2. 464E-06 1. 003E-06 1.009E-04 3. 436E-05 2. 327E-05 1.844E-05 1.520E-05 1.280E-05 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 3.242E-05 1.855E-06 1.393E-06 1.120E-06 4.563E-07 6. 647E-05 2.263E-05 1.532E-05 1. 166E-05 7.797E-06 5. 869E-06 4.706E-06 3. 930E-06 2.953E-06 2. 374E-06 9. 669E-07 1.477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1.732E-05 1.304E-05 3. 106E-04 1.057E-04 7.161E-05 5. 449E-05 3. 643E-05 1. 855E-06 1. 393E-06 1.120E-06 4.563E-07 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4 .706E-06 3. 930E-06 2. 953E-06 2.374E-06 9. 669E-07 1. 009E-04 3.436E-05 2. 327E-05 1. 844E-05 1. 520E-05 1.280E-05 1.884E-04 6.413E-05 4. 343E-05 3. 520E-05 3.242E-05 0.4 1.1 1.6 2.1 3.2 4.2 0.4 1.1 1.6 2.1 3.2 I I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.I PAGE INO. 143 of j+/-_3 j 1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.046 0.067 2.668 2.689 0.00379 0.00556 0.22088 0.22257 1.844E-05 1.684E-05 1.520E-05 1.280E-05 8.844 10.643 11.141 11.168 0.73205 0.88094 0.92217 0.92446 4.717E-06 4.706E-06 3.930E-06 3.400E-06 32.421 34.220 34.774 43.408 2.68371 2.83261 2.87842 3.59312 1.393E-06 1.336E-06 1.120E-06 9.669E-07 81.431 81.569 85.333 85.444 6.74052 6.75198 7.06351 7.07267 4.503E-07 4.265E-07 3.383E-07 2.851E-07 90.674 90.702 91.892 92.085 7.50561 7.50790 7.60640 7.62244 1.313E-07 1.108E-07 1.080E-07 9.881E-08 95.296 95.351 96.070 96.901 7.88816 7.89274 7.95230 8.02102 4.343E-05 3.325 0.27525 1. 140E-05 14.019 1.16041 2. 953E-06 43.629 3.61144 8. 932E-07 86.246 7.13910 2.720E-07 92.556 7.66138 8. 681E-08 97.150 8.04163 3. 520E-05 3.491 0.28900 9. 072E-06 14.904 1.23371 2.679E-06 53.564 4.43380 8.275E-07 86.274 7.14139 2. 580E-07 92.584 7.66367 7. 923E-08 98.035 8.11493 3. 436E-05 5.954 0.49287 8. 921E-06 18.114 1.49943 2. 374E-06 53.592 4.43609 6.724E-07 87.381 7.23302 2 .146E-07 93.137 7.70948 6. 617E-08 98.561 8.15846 3.242E-05 5.982 0.49516 6. 898E-06 24.147 1.99880 2.216E-06 63.858 5.28593 5. 604E-07 87.409 7.23531 1. 963E-07 93.220 7.71635 4. 971E-08 99.834 8.26383 2. 665E-05 5.993 0.49611 6. 144E-06 25.918 2.14540 1. 855E-06 72.548 6.00521 5. 391E-07 88.654 7.33839 1.721E-07 93.967 7.77820 3. 997E-08 99.945 8.27299 2. 327E-05 8.152 0.67478 5. 632E-06 29.460 2.43861 1 .756E-06 72.631 6.01208 4. 563E-07 89.539 7.41169 1. 437E-07 94.853 7.85151 3.536E-08 100.000 8.27757 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 144 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 3) =4)=5)=6)=7)=8)=9)=0.492 0.880 2.436 5.282 6.001 6.737 7.060 K 14 14 14 14 14 14 14 14 14 I XQSAVE(K, 1 -8.577 2 -9.654 3 -10.278 4 -10.991 5 -12.087 6 -13.019 7 -13.197 8 -13.483 9 -13.701 8. 573E-05 5. 873E-05 3. 953E-05 1. 822E-05 1. 184E-05 8.704E-06 6. 795E-06 5. 518E-06 4. 626E-06 3. 956E-06 3. 435E-06 3. 020E-06 2. 681E-06 2. 401E-06 2. 162E-06 1. 951E-06 1. 710E-06 1. 457E-06 1. 141E-06 I) XQINT(K,I)
XQSLOP(K,I) 07 -12.41765
-0.97049 63 -16.33760
-2.34734 64 -19.16112
-3.44122 77 -17.44459
-2.71816 07 -17.29661
-2.64308 87 -17.55618
-2.80350 70 -20.73894
-4.85074 72 -26.89186
-8.96449 85 NUMXQ(K)=
9 0.083 0.248 0.414 0.828 1.242 1. 656 2.069 2.483 2.897 3.311 3.725 4.139 4.553 4 .967 5.380 5.794 6.208 6.622 7.036 0.5 2.14E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 3. 378E-05 ANNUAL AVERAGE 6.04 K= 14 FIVEXQ(K)=
3.378E-05 FIVEPR(K)=
6.040 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 145 of 1631 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER STABILITY CLASS A A A A A A A A A B B B B B B B B B VALUES FOR THE CHI/Q CALCULATIONS FOR THE SE SECTOR.WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT METER/SEC PERCENT METERS METERS METERS10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE CA=1459.SQ.METERS USED 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 0.03 0.06 0.09 0.23 0.82 1.43 1.32 1.00 0.06 0.03 0.06 0.09 0.53 1.00 1.23 0.79 0.67 0.09 0.12 0.12 1.29 1.70 1.38 1.29 0.97 0.15 0.01 0.76 1.70 2.87 10.66 11.36 8.75 6.00 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 3. 812E-07 2. 582E-07 1. 964E-07 1.313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4. 974E-08 3. 999E-08 8.286E-07 5. 611E-07 4.270E-07 2. 855E-07 2 .149E-07 1.723E-07 1. 439E-07 1.081E-07 8.693E-08 1.763E-06 1. 341E-06 8.969E-07 6. 751E-07 5. 413E-07 4.521E-07 3. 396E-07 2.731E-07 2. 665E-05 9. 072E-06 6. 144E-06 4.717E-06 3.400E-06 2. 679E-06 2 .216E-06 1. 886E-06 3. 810E-07 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 8. 275E-07 5. 604E-07 4 .265E-07 2. 851E-07 2. 14 6E-07 1. 721E-07 1. 437E-07 1. 080E-07 8. 681E-08 1. 756E-06 1. 336E-06 8.932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2.720E-07 3. 137E-05 1. 068E-05 7.232E-06 5. 504E-06 3. 680E-06 2. 770E-06 2.221E-06 1. 855E-06 3. 810E-07 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 8. 275E-07 5. 604E-07 4.265E-07 2. 851E-07 2.146E-07 1.721E-07 1.437E-07 1. 080E-07 8.681E-08 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3. 383E-07 2.720E-07 2.665E-05 9.072E-06 6. 144E-06 4.717E-06 3.400E-06 2. 679E-06 2 .216E-06 1. 855E-06 C C C C C C C C D D D D D D D D I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 146 of 163 D D E E E E E E E E E F F F F F G G G G 8.2 10.3 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 4.16 4828.0.64 4828.0.02 2.14 3.07 5.42 5.62 3.81 1.29 0.32 0.09 0.02 2.78 3.69 1.93 0.44 0.06 3.22 2.28 0.38 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. 312.2 87.3 312.2 0. 312.2 87.3 312.2 1.417E-06 1.393E-06 1.393E-06 1.139E-06 1.120E-06 1.120E-06 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 243.9 243.9 243.9 234.2 189.9 210.1 210.1 210.1 197.3 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6.8 98E-06 5. 632E-06 4.759E-06 4. 079E-06 3.064E-06 1. 009E-04 3. 436E-05 2. 327E-05 1.844E-05 1.520E-05 1.884E-04 6.413E-05 4. 343E-05 3. 520E-05 6. 647E-05 2 .263E-05 1. 532E-05 1. 166E-05 7. 797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2. 953E-06 1.477E-04 5.027E-05 3. 405E-05 2. 591E-05 1.732E-05 3. 106E-04 1.057E-04 7. 161E-05 5.449E-05 4. 947E-05 1. 684E-05 1.140E-05 8.921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3.930E-06 2. 953E-06 1. 009E-04 3.436E-05 2.327E-05 1. 844E-05 1.520E-05 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 0.4 1.1 1.6 2.1 I CALCULATION NO. BYR04-050, BRW-04-0044-M IMINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 147 of 163-1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 0.057 0.081 0.00443 0.00632 1.684E-05 1.520E-05 16.538 16.977 1.29406 1.32842 3.930E-06 3.400E-06 41.831 52.487 3.27321 4.10703 8.932E-07 8.275E-07 85.011 85.041 6.65198 6.65427 2.720E-07 2.580E-07 91.218 91.276 7.13761 7.14219 7.923E-08 6.617E-08 97.629 98.946 7.63927 7.74235 X/Q PERCENTILES 6.413E-05 3.301 0.25830 1.140E-05 20.051 1.56894 2. 953E-06 52.575 4.11390 6.724E-07 86.739 6.78713 2. 146E-07 92.271 7.22007 4. 971E-08 99.941 7.82023 4.947E-05 3.325 0.26019 9. 072E-06 20.812 1.62850 2. 679E-06 63.934 5.00268 5. 604E-07 86.797 6.79171 1. 963E-07 92.359 7.22694 3. 997E-08 100.000 7.82481 4. 343E-05 5.609 0.43886 8. 921E-06 26.228 2.05228 2 .216E-06 72.687 5.68760 5. 391E-07 88.173 6.89937 1.721E-07 93.589 7.32315 3.520E-05 5.989 0.46864 6. 898E-06 31.849 2.49209 1. 855E-06 78.688 6.15719 4. 503E-07 89.461 7.00016 1. 437E-07 94.379 7.38500 3.436E-05 8.770 0.68626 6. 144E-06 33.546 2.62495 1.756E-06 78.805 6.16635 4.265E-07 89.549 7.00704 1.313E-07 94.613 7.40332 2.665E-05 8.780 0.68703 5. 632E-06 37.352 2.92274 1. 393E-06 82.962 6.49163 3. 810E-07 89.578 7.00933 1. 080E-07 95.287 7.45601 OR EXCEEDED.2.327E-05 12.469 0.97565 4.717E-06 40.221 3.14723 1.336E-06 83.079 6.50079 3.383E-07 90.544 7.08492 9.881E-08 96.106 7.52015 1.844E-05 14.401 1.12684 4. 706E-06 41.509 3.24802 1.120E-06 83.723 6.55119 2. 851E-07 91.071 7.12615 8. 681E-08 96.194 7.52702 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
LCALCULATION NO, BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 148 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR LOW FOR LOW FOR LOW FOR LOW FOR LOW FOR LOW FOR LOW FOR LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.685 1.293 2.920 4.999 5.684 6.153 6.488 6.996 K I XQSAVE(K,I) 15 1 -8.57707 15 2 -9.65463 15 3 -10.27864 15 4 -10.99177 15 5 -12.08707 15 6 -12.83023 15 7 -13.01987 15 8 -13.19770 15 9 -13.48372 15 10 -14.61346 9.110E-05 6.605E-05 4.958E-05 2.978E-05 1.886E-05 1.320E-05 9.826E-06 7. 666E-06 6.179E-06 5.143E-06 4. 389E-06 3.798E-06 3.323E-06 2.936E-06 2.615E-06 2.344E-06 2.066E-06 1.697E-06 9. 708E-07 4.236E-05 ANNUAL AVERAGE = 2.XQINT(K,I)
XQSLOP(K,I)
-12.33881
-0.95971-14.91057
-1.87923-17.71504
-3.01704-18.26170
-3.26235-17.76460
-2.99971-17.77685
-3.00715-20.07746
-4.46150-29.55655
-10.60866-57.36961
-28.96629 NUMXQ(K)=
10 0.078 0.235 0.391 0.782 1.174 1.565 1.956 2.347 2.739 3.130 3.521 3.912 4.304 4. 695 5.086 5.477 5.869 6.260 6.651 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 6.39 48E-07 K= 15 FIVEXQ(K)=
4.236E-05 FIVEPR (K) = 6.390 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB [ APPENDIX BB-5 FPAGE NO. 149 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters COMMENTS:
Byron, 94-98 met (r4), II ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A A B B B B B B B B C C C C C C C C C D D D D D D D D D 1.1 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 25.2 0.4 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 0.04 0.04 0.53 0.73 0.73 0.81 0.57 0.04 0.16 0.20 0.65 0.65 0.89 0.65 0.36 0.04 0.04 0.16 0.41 1.01 1.42 1.38 0. 65 0.57 0.04 0.01 0.61 2.64 3.85 12.29 11.64 11.03 5.15 4.18 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 373.8 373.8 373.8 370.5 343.6 328.4 318.2 312.2 312.2 3. 812E-07 1. 964E-07 1. 313E-07 9. 887E-08 7. 927E-08 6. 621E-08 4. 974E-08 3. 999E-08 5. 611E-07 4. 270E-07 2. 855E-07 2. 149E-07 1. 723E-07 1. 439E-07 1. 081E-07 8. 693E-08 2. 603E-06 1 .763E-06 1. 341E-06 8. 969E-07 6. 751E-07 5. 413E-07 4.521E-07 3. 396E-07 1. 112E-07 2. 665E-05 9.072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2.679E-06 2 .216E-06 1. 886E-06 1. 417E-06 3. 810E-07 1. 963E-07 1. 313E-07 9.881E-08 7. 923E-08 6. 617E-08 4.971E-08 3. 997E-08 5.604E-07 4.265E-07 2. 851E-07 2.146E-07 1.721E-07 1.437E-07 1.080E-07 8.681E-08 2. 592E-06 1. 756E-06 1. 336E-06 8.932E-07 6.724E-07 5. 391E-07 4. 503E-07 3.383E-07 1.108E-07 3. 137E-05 1.068E-05 7.232E-06 5.504E-06 3. 680E-06 2.770E-06 2.221E-06 1.855E-06 1.393E-06 3 810E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 5. 604E-07 4 .265E-07 2. 851E-07 2 .146E-07 1. 721E-07 1. 437E-07 1. 080E-07 8. 681E-08 2. 592E-06 1 .756E-06 1. 336E-06 8 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3.383E-07 1. 108E-07 2. 665E-05 9. 072E-06 6. 144E-06 4. 717E-06 3. 400E-06 2. 679E-06 2.216E-06 1. 855E-06 1. 393E-06 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-5 PAGE NO. 150 of 163 D E E E E E E E E F F F F F G G G G 10.3 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 0.4 1.1 1.6 2.1 3.2 0.4 1.1 1.6 2.1 0.69 4828.0.02 1.78 2.31 3.53 8.07 4.01 1.22 0.36 0.20 0.01 1.58 2.60 2.60 1.70 0.05 2.76 1.95 0.41 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0. 312.2 87.3 312.2 1.139E-06 1.120E-06 1.120E-06 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 309.6 309.6 309.6 301.1 260.4 240.1 227.8 222.0 222.0 243.9 243.9 243.9 234.2 189.9 210.1 210.1 210.1 197.3 4. 947E-05 1. 684E-05 1 .140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4.759E-06 4. 079E-06 3.064E-06 1 .009E-04 3. 436E-05 2.327E-05 1.844E-05 1. 520E-05 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05 6. 647E-05 2 .263E-05 1. 532E-05 1. 166E-05 7 .797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2. 953E-06 1. 477E-04 5. 027E-05 3. 405E-05 2.591E-05 1.732E-05 3. 106E-04 1.057E-04 7. 161E-05 5. 449E-05 4. 947E-05 1. 684E-05 1. 140E-05 8. 921E-06 6. 898E-06 5. 632E-06 4. 706E-06 3. 930E-06 2.953E-06 1. 009E-04 3.436E-05 2.327E-05 1.844E-05 1.520E-05 1.884E-04 6. 413E-05 4. 343E-05 3. 520E-05
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE = 4828.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX BB-5 I PAGE NO. 151 of 163 APNXB-5I PAEO 5 f13I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 6.413E-05 4.947E-05 0.049 0.062 2.820 2.840 0.00274 0.00352 0.15928 0.16042 1.684E-05 1.520E-05 1.140E-05 9.072E-06 13.755 15.458 17.769 18.377 0.77706 0.87327 1.00384 1.03820 3.930E-06 3.400E-06 2.953E-06 2.679E-06 42.057 54.343 54.546 66.183 2.37596 3.07004 3.08149 3.73892 1.120E-06 8.932E-07 6.724E-07 5.604E-07 87.836 88.849 90.269 90.431 4.96215 5.01942 5.09959 5.10875 2.146E-07 1.963E-07 1.721E-07 1.437E-07 94.567 94.607 95.499 96.148 5.34240 5.34470 5.39509 5.43174 4.343E-05 4.786 0.27038 8.921E-06 21.905 1.23749 2.592E-06 66.224 3.74121 5.391E-07 91.809 5.18664 1.313E-07 96.675 5.46152 3.520E-05 5.191 0.29328 6. 898E-06 29.974 1.69334 2.216E-06 77.253 4.36428 4.503E-07 92.458 5.22329 1.108E-07 96.716 5.46381 3. 436E-05 6.773 0.38262 6. 144E-06 32.610 1.84223 1. 855E-06 82.402 4.65520 4.265E-07 92.661 5.23474 1. 080E-07 97.081 5.48443 2.665E-05 6.781 0.38306 5. 632E-06 36.624 2.06901 1. 756E-06 82.564 4.66436 3. 810E-07 92.701 5.23703 9. 881E-08 97.810 5.52566 OR EXCEEDED.2.327E-05 9.376 0.52967 4.717E-06 40.476 2.28663 1.393E-06 86.741 4.90030 3.383E-07 93.269 5.26910 8.681E-08 97.851 5.52795 1. 844E-05 11.971 0.67627 4.706E-06 41.692 2.35535 1. 336E-06 87.146 4.92321 2.851E-07 93.918 5.30575 7. 923E-08 98.581 5.56918 6.617E-08 99.392 5.61500 4. 971E-08 99.959 5.64707 3.997E-08 100.000 5.64936 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 152 of 163 PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 3)=4)=5)=6)=7)=8) =0.382 0.872 2.067 4.361 4.652 4.897 K 16 16 16 16 16 16 16 16 I XQSAVE(K,I 1 -8.5770 2 -9.6546 3 -10.2786 4 -11.0939 5 -12.0870 6 -13.019 7 -13.1977 8 -13.4837 8. 698E-05 6. 146E-05 4 .290E-05 2. 360E-05 1. 568E-05 1. 144E-05 8. 870E-06 7. 163E-06 5. 952E-06 5 .074E-06 4. 405E-06 3. 872E-06 3. 439E-06 3. 081E-06 2. 780E-06 2. 524E-06 2. 305E-06 2. 013E-06 1.561E-06[) XQINT(K,I)
XQSLOP(K,I) 37 -12.58535
-0.99361 63 -16.17842
-2.21179 64 -17.77187
-2.80916 95 -18.09831
-2.94648 37 -17.85621
-2.82781 87 -22.94043
-5.80057 10 -32.68114
-11.59994 72 NUMXQ(K)=
8 0.056 0.169 0.282 0.565 0.847 1.130 1.412 1.695 1.977 2.260 2.542 2.825 3.107 3.390 3.672 3.955 4.237 4.519 4.802 0.5 1.64E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 8.85 2. 659E-05 ANNUAL AVERAGE =K= 16 FIVEXQ(K)=
2.659E-05 FIVEPR (K) = 8.851 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-5 I PAGE NO. 153 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Byron DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 9.1 meters DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), ii ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ALL SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 1.1 1.6 2.1 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.02 0.05 0.08 0.41 0.66 0.74 0.55 0.73 0.14 0.03 0.02 0.06 0.11 0.44 0.68 0.79 0.55 0.45 0.14 0.04 0.01 0.10 0.29 0.96 1.13 1.06 0.71 0.63 0.17 0.05 0.01 0.71 1.71 2.89 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 611.7 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 256.4 87.3 87.3 87.3 87.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 776.3 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 583.8 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 443.4 312.2 312.2 312.2 312.2 3. 812E-07 2.582E-07 1.964E-07 1.313E-07 9. 887E-08 7.927E-08 6. 621E-08 4.974E-08 3. 999E-08 1. 629E-08 8.286E-07 5. 611E-07 4. 270E-07 2.855E-07 2.149E-07 1. 723E-07 1. 439E-07 1.081E-07 8.693E-08 3.540E-08 2. 603E-06 1. 763E-06 1.341E-06 8.969E-07 6. 751E-07 5. 413E-07 4. 521E-07 3. 396E-07 2. 731E-07 1. 112E-07 3.190E-05 1. 086E-05 7. 356E-06 5. 597E-06 3. 810E-07 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7. 923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 8. 275E-07 5. 604E-07 4 .265E-07 2. 851E-07 2. 146E-07 1 .721E-07 1.437E-07 1.080E-07 8. 681E-08 3. 536E-08 2. 592E-06 1. 756E-06 1.336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4.503E-07 3. 383E-07 2. 720E-07 1.108E-07 3. 137E-05 1.068E-05 7.232E-06 5.504E-06 3.810E-07 2. 580E-07 1. 963E-07 1. 313E-07 9. 881E-08 7.923E-08 6. 617E-08 4. 971E-08 3. 997E-08 1. 628E-08 8. 275E-07 5. 604E-07 4.265E-07 2.851E-07 2.146E-07 1.721E-07 1. 437E-07 1. 080E-07 8. 681E-08 3. 536E-08 2.592E-06 1. 756E-06 1. 336E-06 8. 932E-07 6. 724E-07 5. 391E-07 4. 503E-07 3. 383E-07 2. 720E-07 1. 108E-07 3. 137E-05 1.068E-05 7.232E-06 5. 504E-06 D D D D 0.4 1.1 1.6 2.1 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 154 of 163 D D D D D D D E E E E E E E E E E E F F F F F F F F F 3.1 4.1 5.2 6.2 8.2 10.3 25.2 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 10.5 25.8 0.4 1 .1 1.6 2.1 3.2 4.2 5.3 6.3 8.4 8.55 8.69 8.72 5.97 6.76 2.02 0.65 0.02 1.42 2.42 3.22 7.17 5.47 3.56 1.88 1.45 0.30 0.04 0.01 1.32 2.01 1 .92 3.13 1.47 0.46 0.07 0.01 0.03 1.43 1.07 0.60 0.72 0.28 0.06 0.00 4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.312.2 312.2 312.2 312.2 312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 105.8 87.3 87.3 87.3 87.3 87.3 87.3 87.3 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 55.4 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 34.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 312.2 312.2 312.2 312.2 312.2 312.2 312.2 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 222.0 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 153.2 105.8 105.8 105.8 105.8 105.8 105.8 105.8 105.8 3. 743E-06 2.817E-06 2 .259E-06 1. 886E-06 1.417E-06 1. 139E-06 4.641E-07 6. 898E-05 2. 348E-05 1.590E-05 1.210E-05 8.091E-06 6. 091E-06 4.883E-06 4. 079E-06 3. 064E-06 2.4 64E-06 1.003E-06 1. 606E-04 5. 4 69E-05 3. 704E-05 2. 818E-05 1. 884E-05 1 .419E-05 1. 137E-05 9. 4 99E-06 7. 136E-06 3. 741E-04 1.274E-04 8. 626E-05 6. 564E-05 4. 389E-05 3.304E-05 2. 649E-05 2.212E-05 3. 680E-06 2. 770E-06 2.221E-06 1.855E-06 1.393E-06 1.120E-06 4. 563E-07 6. 647E-05 2.263E-05 1.532E-05 1. 166E-05 7.797E-06 5. 869E-06 4.706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1.477E-04 5. 027E-05 3. 405E-05 2.591E-05 1.732E-05 1.304E-05 1. 045E-05 8.732E-06 6. 560E-06 3. 106E-04 1. 057E-04 7. 161E-05 5. 44 9E-05 3. 643E-05 2. 743E-05 2. 199E-05 1. 837E-05 3. 680E-06 2 .770E-06 2. 221E-06 1.855E-06 1. 393E-06 1.120E-06 4. 563E-07 6. 647E-05 2 .263E-05 1. 532E-05 1. 166E-05 7 .797E-06 5. 869E-06 4. 706E-06 3. 930E-06 2. 953E-06 2. 374E-06 9. 669E-07 1. 477E-04 5. 027E-05 3. 405E-05 2. 591E-05 1. 732E-05 1. 304E-05 1. 045E-05 8. 732E-06 6. 560E-06 3. 106E-04 1 .057E-04 7. 161E-05 5. 449E-05 3. 643E-05 2. 743E-05 2. 199E-05 1. 837E-05 G G G G G G G G 0.4 1.1 1.6 2.1 3.2 4.2 5.3 6.3 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 155 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
DIRECTION-INDEPENDENT (S.R.P 2.3.4) MODEL.MINIMUM BOUNDARY DISTANCE = 4828.0 METERS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.3.106E-04 1.477E-04 0.025 0.037 0.02520 0.03665 2.743E-05 2.591E-05 7.486 9.410 7.48597 9.41015 1.045E-05 8.732E-06 22.295 22.362 22.29527 22.36170 2.953E-06 2.770E-06 55.064 63.757 55.06357 63.75673 9.669E-07 8.932E-07 87.970 88.925 87.96931 88.92452 3.383E-07 2.851E-07 93.314 93.758 93.31347 93.75787 1.0805-07 9.881E-08 96.981 97.636 96.98087 97.63601 X/Q PERCENTILES 1.057E-04 1.468 1.46833 2.263E-05 10.828 10.82808 7. 797E-06 29.534 29.53385 2.592E-06 63.768 63.76818 8. 275E-07 88.945 88.94514 2. 720E-07 93.925 93.92509 8. 681E-08 97.781 97.78032 7. 161E-05 2.543 2.54266 2.199E-05 10.890 10.88993 7.232E-06 31.245 31.24499 2.374E-06 64.066 64.06597 6. 724E-07 90.075 90.07444 2.580E-07 93.978 93.97778 7. 923E-08 98.516 98.51563 6. 647E-05 2.559 2.55870 1.837E-05 10.895 10.89452 6.560E-06 31.259 31.25874 2.221E-06 72.784 72.78432 5. 604E-07 90.139 90.13858 2. 146E-07 94.654 94.65353 6. 617E-08 99.063 99.06311 5. 449E-05 3.154 3.15428 1. 732E-05 14.021 14.02131 5. 869E-06 36.729 36.72890 1.855E-06 78.759 78.75845 5.391E-07 91.202 91.20146 1. 963E-07 94.736 94.73600 4. 971E-08 99.794 99.79383 5.027E-05 4.474 4.47371 1.532E-05 16.438 16.43798 5. 504E-06 39.622 39.62204 1.756E-06 78.859 78.85924 4. 563E-07 91.848 91.84743 1.721E-07 95.522 95.52171 3. 997E-08 99.938 99.93814 3. 643E-05 5.193 5.19299 1.304E-05 17.904 17.90402 4.706E-06 43.184 43.18406 1. 393E-06 85.617 85.61677 4.503E-07 92.553 92.55297 1.437E-07 96.069 96.06918 3. 536E-08 99.975 99.97479 OR EXCEEDED.3.405E-05 7.200 7.19963 1.166E-05 21.122 21.12244 3.930E-06 45.065 45.06472 1.336E-06 85.903 85.90310 4.265E-07 92.659 92.65833 1.313E-07 96.475 96.47463 1.628E-08 100.000 99.99999 3. 137E-05 7.209 7.20880 1.068E-05 21.833 21.83255 3. 680E-06 53.614 53.61356 1.120E-06 87.926 87.92578 3. 810E-07 92.681 92.68124 1. 108E-07 96.530 96.52961 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I APPENDIX BB-5 I PAGSENtO.
156 o f 16 3 1 I (A Ir ryT Arn Tfmn Mn VP nAASVA flU kf-nA-nAAAAAA I MIfNi-R REV Nfl 1 I I APPENDIX BB-5IPANUIbaliI PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE 3) =XSAVE 4) =XSAVE 5) =4.470 7.196 16.439 1. 195E-04 6. 670E-05 4.605E-05 2. 533E-05 1. 691E-05 1.251E-05 9. 724E-06 7.758E-06 6. 293E-06 5. 449E-06 4. 781E-06 4.204E-06 3. 697E-06 3. 243E-06 2. 833E-06 2. 456E-06 2 106E-06 1. 770E-06 1. 434E-06 4. 605E-05 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000'5.0 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 5.00 K= 17 FIVEXQ(K)=
4.605E-05 FIVEPR(K)=
5.000 CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB ] APPENDIX BB-5 F PAGE NO. 157 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
FIVE PERCENT OVERALL SITE LIMIT BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.1.884E-04 1.009E-04 0.025 0.037 0.02520 0.03665 2.327E-05 2.199E-05 7.486 7.548 7.48597 7.54782 8.921E-06 8.732E-06 22.295 22.362 22.29527 22.36171 2.953E-06 2.679E-06 55.064 63.757 55.06357 63.75673 9.669E-07 8.932E-07 87.969 88.925 87.96926 88.92448 3.383E-07 2.851E-07 93.314 93.758 93.31336 93.75774 1.080E-07 9.881E-08 96.981 97.636 96.98066 97.63579 X/Q PERCENTILES 6.413E-05 1.468 1.46833 1.844E-05 9.472 9.47200 6. 898E-06 29.534 29.53385 2. 592E-06 63.768 63.76818 8.275E-07 88.945 88.94508 2.720E-07 93.925 93.92494 8. 681E-08 97.780 97.78008 4. 947E-05 1.484 1.48437 1. 837E-05 9.477 9.47658 6. 560E-06 29.548 29.54760 2.374E-06 64.066 64.06596 6. 724E-07 90.075 90.07438 2.580E-07 93.978 93.97762 7. 923E-08 98.516 98.51538 4. 343E-05 2.559 2.55870 1. 684E-05 10.895 10.89452 6.144E-06 31.259 31.25874 2 .216E-06 72.785 72.78434 5. 604E-07 90.139 90.13850 2 .146E-07 94.654 94.65337 6. 617E-08 99.063 99.06285 3. 520E-05 3.154 3.15428 1. 520E-05 14.021 14.02131 5. 632E-06 36.729 36.72891 1. 855E-06 78.759 78.75845 5. 391E-07 91.202 91.20139 1. 963E-07 94.736 94.73581 4. 971E-08 99.794 99.79356 3. 436E-05 4.474 4.47371 1. 280E-05 15.487 15.48735 4.717E-06 39.622 39.62204 1 .756E-06 78.859 78.85921 4.563E-07 91.848 91.84737 1.721E-07 95.522 95.52152 3. 997E-08 99.938 99.93786 3. 242E-05 5.193 5.19299 1. 140E-05 17.904 17.90402 4.706E-06 43.184 43.18407 1. 393E-06 85.617 85.61675 4. 503E-07 92.553 92.55289 1. 437E-07 96.069 96.06899 3. 536E-08 99.975 99.97450 OR EXCEEDED.2.743E-05 5.470 5.47017 1.045E-05 18.367 18.36674 3.930E-06 45.065 45.06472 1.336E-06 85.903 85.90307 4.265E-07 92.658 92.65825 1.313E-07 96.475 96.47444 1.628E-08 100.000 99.99969 2. 665E-05 5.479 5.47933 9. 072E-06 19.077 19.07686 3. 400E-06 53.614 53.61356 1. 120E-06 87.926 87.92575 3. 810E-07 92.681 92.68114 1.108E-07 96.530 96.52941 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-5 I PAGE NO. 158 of 163 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 3)= 5.189 SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 4)= 14.021 K 18 18 18 18 18 18 18 18 I XQSAVE(K,I) 1 -8.57707 2 -9.65463 3 -10.33672 4 -11.09395 5 -11.88432 6 -12.08707 7 -13.01987 8 -13.19770 7. 249E-05 4.439E-05 3. 317E-05 2.012E-05 1. 428E-05 1. 075E-05 8.420E-06 6. 804E-06 5. 904E-06 5. 175E-06 4. 563E-06 4. 031E-06 3. 562E-06 3. 140E-06 2. 757E-06 2.403E-06 2.080E-06 XQINT(K,I)
XQSLOP(K,I)
-11.46096
-0.82898-12.34616
-1.23523-12.58715
-1.38337-12.66818
-1.45844-12.43229
-1.01955-12.42146
-0.98756-12.45841
-0.92658 NUMXQ (K)=1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 8 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 3. 317E-05 5.0 5.00 K= 18 FIVEXQ(K)=
3.317E-05 K 1 2 3 4 5 6 7 8 9 10 11 HIGHPR-3.06158-1.84332-3. 32118-3.23022-2. 99191-2 .99731-3.04268-2.95619-2.78909-2.83186-2.84724 PR 0.11010 3.26408 0.04482 0.06185 0.13862 0.13619 0.11725 0.15574 0.26429 0.23140 0.22051 FIVEPR(K)=
5.000 GRNDVT(K)5.94713 4.12317 3. 63725 4.74829 5.67663 4.65168 5.13989 7.75588 8.28787 7.26061 6.68431 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 159 of 163 12 13 14 15 16 K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16-2.82533-2.72118-2.67041-2.57624-2.76210 HOURS (K)9.64439 285.93350 3.92647 5.41821 12.14333 11.93030 10.27095 13.64291 23.15154 20.27039 19.31645 20.68810 28.49195 33.18231 43.74879 25.15498 0.23617 0.32525 0.37879 0.49942 0.28716 TOTHRS 9.64439 295.57790 299.50440 304.92260 317.06590 328.99620 339.26720 352.91010 376.06170 396.33210 415.64850 436.33660 464.82860 498.01090 541.75960 566.91460 5.93576 8.39979 8.27757 7.82481 5.64936 K FIVEXQ SVANN 1 1.375E-05 1.171E-07 2 1.036E-05 8.248E-08 3 8.661E-06 7.068E-08 4 1.057E-05 8.991E-08 5 2.364F-05 1.618E-07 6 2.433E-05 1.261E-07 SLTIME TIMINT-0.5684 -10.8005-0.5765 -11.0776-0.5735 -11.2591-0.5685 -11.0639-0.5945 -10.2403-0.6276 -10.1890 TIME 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 XQT-11.98241-12.37636-13.23121-14.45857-12.27631-12.67587-13.54290-14.78774-12.45162-12.84912-13.71165-14.95004-12.24600-12.64002-13.49501-14.72258-11.47654-11.88861-12.78277-14.06655 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 160 of 163 7 2.319E-05 1.282E-07 8 2.677E-05 1.750E-07 9 3.415E-05 2.035E-07 10 2.639E-05 1.732E-07 11 2.227E-05 1.667E-07-0.6199 -10.2421-0.6000 -10.1123-0.6110 -9.8612-0.5994 -10.1269-0.5837 -10.3076 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0-11.49395-11.92893-12.87282-14.22800-11.53118-11.96089-12.89332-14.23207-11.35983-11.77569-12.67806-13.97365-11.13171-11.55521-12.47418-13.79358-11.37341-11.78890-12.69048-13.98492-11.52147-11.92608-12.80406-14.06462-11.49390-11.90646-12.80167-14.08698-11.20140-11.61370-12.50838-13.79291-11.13259-11.55103-12.45900-13.76263-10.91937-11.34444-12.26682-13.59112 12 2.326E-05 1.582E-07 13 3.115E-05 2.125E-07 14 3.378E-05 2.139E-07 15 4.236E-05 2.476E-07 16 2.659E-05 1.638E-07-0.5952 -10.2562-0.5948 -9.9645-0.6037 -9.8773-0.6132 -9.6442-0.6070 -10.1140 1 8.0 -11.37634 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-5 I PAGE NO. 161 of 163 1 17 4.605E-05 2.476E-07
-0.6232 -9.5537 18 3.317E-05 2.476E-07
-0.5841 -9.9091 2 16.0 3 72.0 4 624.0 1 8.0 2 16.0 3 72.0 4 624.0-11.79712-12.71016-14.02106-10.84964-11.28162-12.21898-13.56479-11.12363-11.52847-12.40695-13.66822 1 2 3 4 8.0 16.0 72.0 624.0 CALCULATION NO. BYR04-050, BRW-04-0044-M INORREV. NO. lB I APPENDIX BB-5 FPAGE NO. 162 of 163 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Byron METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.1 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 76.2-9.1 meters SOURCE OF DATA: COMMENTS:
Byron, 94-98 met (r4), 11 ws cats, 30' wind, 30'-250' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 RELATIVE CONCENTRATION (X/Q) VALUES (SEC/CUBIC METER)VERSUS AVERAGING TIME HOURS PER YEAR MAX 0-2 HR X/Q IS EXCEEDED DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE MAX X/Q DISTANCE (METERS)4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.4828.0-2 HOURS 1. 37E-05 1. 04E-05 8.66E-06 1. 06E-05 2. 36E-05 2.43E-05 2. 32E-05 2. 68E-05 3. 42E-05 2. 64E-05 2 .23E-05 2.33E-05 3. 11E-05 3. 38E-05 4. 24E-05 2. 66E-05 4.24E-05 4. 61E-05 3. 32E-05 0-8 HOURS 6.25E-06 4. 66E-06 3. 91E-06 4.80E-06 1. 04E-05 1. 02E-05 9.82E-06 1. 17E-05 1.46E-05 1.15E-05 9. 91E-06 1.02E-05 1. 37E-05 1. 46E-05 1. 81E-05 1. 15E-05 1. 94E-05 1.48E-05 8-24 HOURS 4.22E-06 3.13E-06 2.63E-06 3.24E-06 6.87E-06 6.60E-06 6.39E-06 7.69E-06 9.59E-06 7.59E-06 6.62E-06 6.75E-06 9.04E-06 9.63E-06 1.18E-05 7.53E-06 1-4 DAYS 1.79E-06 1.31E-06 1.11E-06 1.38E-06 2.81E-06 2.57E-06 2. 51E-06 3.12E-06 3 .82E-06 3 .08E-06 2 .75E-06 2 .76E-06 3. 70E-06 3 .88E-06 4.71E-06 3.02E-06 4. 94E-06 4. 09E-06 4-30 DAYS ANNUAL AVERAGE IN 5.26E-07 1.17E-07 3.78E-07 8.25E-08 3.22E-07 7.07E-08 4.04E-07 8.99E-08 7.78E-07 1.62E-07 6.62E-07 1.26E-07 6.59E-07 1.28E-07 8.54E-07 1.75E-07 1.02E-06 2.03E-07 8.44E-07 1.73E-07 7.79E-07 1.67E-07 7.62E-07 1.58E-07 1.02E-06 2.12E-07 1.05E-06 2.14E-07 1.25E-06 2.48E-07 8.14E-07 1.64E-07 TOTAL HOURS AROUND SITE: SECTOR 9.6 285.9 3.9 5.4 12.1 11.9 10.3 13.6 23.2 20.3 19.3 20.7 28.5 33.2 43.7 25.2 566.9 DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE SRP 2.3.4 4828.SITE LIMIT 1.26E-05 9. 85E-06 1.28E-06 1.16E-06 2.48E-07 2.48E-07 THE FIVE-PERCENT-FOR-THE-ENTIRE-SITE X/Q IS LIMITING.**NOTE**:
VALUES ON THIS PAGE ARE APPROXIMATIONS ONLY.CHECK THE REASONABLENESS OF THE ENVELOPES COMPUTED FOR THE 0-2 HOUR VALUES. FOR ANY FAULTY ENVELOPES, ADJUST THE ABOVE VALUES.
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09............
.I ....... ... ... I APPENDIX BB-5 I PA(EENO. 163 of 163 I APPENDIX BB-5 PRINTOUT OF INPUT CARDS 1 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 ATTACHMENT 3 Braidwood and Byron Stations Measurement Uncertainty Recapture Technical Evaluation Response to NRC Acceptance Review Questions Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1 B, Appendix BB-7: "Braidwood PAVAN Input and Output" I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 1 of 160 Braidwood PAVAN Input and Output 1 i111 Braidwood Ground Release 10.4 meters 61.9-10.4 meters Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T 11 0 2917. 60.7 10.0 10.4 0 0 0 0 3 20 19 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 2. 3. 0. 1. 3. 2. 0. 3. 0. 0. 1. 0. 0. 0.0. 5. 14. 16. 21. 6. 14. 7. 7. 8. 0. 7. 2. 3. 0. 3.27. 15. 67. 44. 45. 28. 32. 51. 46. 24. 19. 26. 34. 22. 29. 14.33. 41. 55. 19. 20. 14. 19. 38. 32. 31. 30. 38. 46. 36. 41. 49.31. 40. 25. 3. 8. 7. 6. 10. 31. 62. 33. 25. 29. 33. 62. 58.12. 10. 5. 1. 0. 3. 2. 7. 21. 27. 20. 19. 21. 37. 19. 19.2. 1. 0. 0. 0. 0. 7. 12. 18. 32. 7. 5. 11. 30. 15. 8.0. 0. 0. 0. 0. 0. 0. 3. 6. 2. 0. 0. 0. 1. 0. 0.0. 0. 0. 0. 0. 0. 0. 1. 3. 7. 1. 0. 0. 0. 0. 0.0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1.0. 1. 4. 6. 6. 1. 1. 3. 4. 0. 0. 0. 1. 1. 1. 1.3. 3. 9. 15. 20. 12. 10. 11. 5. 4. 4. 6. 2. 6. 5. 1.21. 17. 31. 35. 29. 27. 32. 29. 21. 21. 20. 19. 53. 28. 28. 27.23. 26. 34. 14. 15. 10. 12. 19. 19. 27. 18. 27. 21. 43. 43. 31.10. 20. 13. 4. 4. 1. 7. 15. 20. 28. 28. 24. 30. 39. 28. 33.9. 12. 3. 3. 0. 0. 0. 8. 22. 20. 18. 13. 8. 24. 20. 17.2. 0. 1. 0. 0. 0. 5. 11. 9. 17. 18. 7. 12. 18. 4. 7.0. 0. 0. 0. 0. 0. 0. 1. 6. 2. 0. 0. 4. 3. 0. 0.0. 0. 0. 0. 0. 0. 0. 1. 1. 2. 0. 0. 0. 0. 0. 0.0. 0. 0. 2. 1. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0.1.. 3. 3. 10. 10. 6. 5. 2. 4. 2. 1. 3. 3. 1. 2. 0.11. 13. 23. 20. 24. 18. 13. 14. 13. 11. 7. 11. 16. 12. 5. 9.21. 25. 40. 41. 49. 35. 39. 41. 20. 23. 26. 33. 48. 49. 48. 28.27. 27. 36. 14. 16. 10. 16. 35. 27. 35. 35. 37. 56. 58. 51. 41.19. 18. 23. 2. 4. 0. 9. 13. 27. 31. 37. 38. 35. 47. 50. 33.10. 12. 4. 0. 0. 4. 5. 19. 17. 29. 31. 18. 12. 21. 22. 12.4. 4. 0. 0. 0. 0. 5. 14. 18. 35. 11. 13. 12. 24. 7. 8.1. 0. 0. 0. 0. 0. 0. 1. 2. 10. 0. 1. 1. 5. 0. 0.0. 0. 0. 0. 0. 0. 0. 1. 0. 6. 0. 0. 0. 3. 0. 0.9. 21. 15. 36. 23. 7. 4. 4. 3. 1. 6. 4. 8. 11. 15. 16.31. 51. 90. 131. 128. 43. 24. 19. 12. 12. 19. 28. 41. 70. 72. 39.71. 70. 129. 195. 164. 93. 66. 54. 35. 40. 33. 58. 85. 81. 133. 91.167. 222. 315. 343. 197. 166. 190. 203. 115. 97. 145. 224. 318. 306. 323. 276.166. 196. 262. 203. 106. 89. 132. 217. 128. 150. 228. 228. 266. 302. 279. 213.100. 194. 196. 92. 26. 57. 97. 147. 155. 179. 239. 201. 261. 286. 193. 207.71. 148. 111. 20. 3. 32. 81. 133. 143. 179. 154. 115. 192. 227. 68. 139.33. 66. 13. 0. 1. 7. 39. 107. 205. 253. 166. 85. 192. 198. 48. 89.10. 1. 0. 0. 0. 0. 0. 18. 60. 111. 33. 22. .51. 50. 2. 21.0. 0. 0. 0. 0. 0. 0. 3. 13. 16. 15. 1. 10. 3. 0. 3.
CALCULATION NO. BYR04-050, BRW-04-0044-M -MINOR REV. NO. lB APPENDIX BB-7 PAGE NO.2 of 160 43. 50. 85. 124. 140. 34. 21. 13. 10. 13. 9. 20. 23. 51. 47. 37.84. 94. 146. 263. 285. 159. 60. 38. 19. 17. 20. 45. 118. 171. 130. 82.99. 125. 156. 235. 201. 192. 125. 105. 55. 32. 50. 140. 180. 165. 172. 89.188. 238. 202. 262. 175. 269. 355. 422. 233. 187. 224. 421. 298. 310. 183. 215.125. 129. 153. 97. 56. 88. 254. 317. 319. 350. 299. 249. 200. 244. 130. 153.46. 87. 66. 34. 13. 50. 100. 223. 310. 388. 186. 114. 134. 165. 61. 85.39. 52. 47. 15. 2. 25. 37. 136. 216. 264. 79. 61. 75. 88. 23. 30.27. 71. 75. 6. 0. 3. 35. 77. 185. 236. 61. 46. 71. 84. 19. 23.14. 14. 3. 0. 0. 0. 2. 5. 81. 44. 19. 27. 43. 16. 0. 0.1. 0. 0. 0. 0. 0. 0. 10. 12. 10. 15. 13. 23. 3. 0. 2.64. 45. 84. 114. 143. 60. 32. 23. 17. 19. 19. 31. 56. 82. 79. 52.45. 30. 37. 75. 144. 147. 68. 36. 16. 25. 22. 54. 128. 199. 114. 68.45. 24. 10. 11. 28. 150. 77. 44. 21. 27. 37. 103. 164. 93. 44. 28.21. 9. 4. 4. 6. 49. 71. 72. 43. 62. 43. 259. 128. 37. 10. 12.0. 0. 1. 0. 0. 1. 5. 27. 17. 73. 36. 37. 13. 3. 1. 0.0. 0. 0. 0. 0. 0. 1. 1. 7. 47. 10. 0. 1. 0. 0. 1.0. 0. 0. 0. 0. 0. 0. 0. 0. 10. 0. 0. 0. 0. 0. 0.0. 0. 1. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 1. 0. 0.0. 4. 8. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 17. 1. 0. 0. 0.52. 44. 53. 81. 91. 46. 27. 18. 13. 12. 19. 17. 43. 81. 77. 66.18. 20. 10. 14. 65. 48. 15. 4. 9. 9. 11. 31. 73. 91. 39. 28.8. 3. 0. 3. 25. 30. 11. 1. 4. 8. 6. 30. 47. 21. 5. 9.1. 1. 0. 1. 0. 6. 5. 3. 2. 6. 1. 111. 22. 1. 2. 1.1. 0. 0. 0. 0. 0. 0. 1. 2. 4. 2. 3. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 3. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.101. 0.80 2.35 3.47 4.56 6.82 9.0611.3013.5318.0122.40 55.0 485. 485. 485. 485. 485. 485. 485. 485. 485. 485. 485. 485. 485. 485. 485. 485.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.
: 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 PAGE NO.3 of 160 Copyright (c) 1990 Ergo Computing, Inc. for Lahey USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PRINTOUT OF INPUT CARDS 1 00010 01111 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 2 Braidwood Ground 3 4 5 7 Release 10.4 meters 61.9-10.4 meters Braidwood, 94-98 met (r3), 1i ws cats, 34' wind, 30'-199' Delta T 0.500 2917.000 60.700 10.000 10.400 6 11 43730 0 0.000 0.000 0.000 0.000 27.000 33.000 31.000 12.000 2.000 0.000 0.000 0.000 0.000 3.000 21.000 23.000 10.000 9.000 2.000 0.000 0.000 0.000 1.000 11.000 21.000 27.000 19.000 10.000 4.000 1.000 0.000 9.000 31.000 71.000 0.000 0.000 0.000 5.000 15.000 41.000 40.000 10.000 1.000 0.000 0.000 0.000 1.000 3.000 17.000 26.000 20.000 12.000 0.000 0.000 0.000 0.000 3.000 13.000 25.000 27.000 18.000 12.000 4.000 0.000 0.000 21.000 51.000 70.000: 0.000 0.000 2.000 14.000 67.000 55.000 25.000 5.000 0.000 0.000 0.000 1.000 4.000 9.000 31.000 34.000 13.000 3.000 1.000 0.000 0.000 0.000 3.000 23.000 40.000 36.000 23.000 4.000 0.000 0.000 0.000 15.000 0.000 0.000 3.000 16.000 44.000 19. 000 3.000 1.000 0.000 0.000 0.000 0.000 6.000 15.000 35.000 14.000 4.000 3.000 0.000 0.000 0.000 2.000 10.000 20.000 41.000 14.000 2.000 0.000 0.000*0.000 0.000 36.000 3.000 0.000 0.000 21.000 45.000 20.000 8.000 0.000 0.000 0.000 0.000 0.000 6.000 20.000 29.000 15.000 4.000 0.000 0.000 0.000 0.000 1.000 10.000 24.000 49.000 16.000 4.000 0.000 0.000 0.000 0.000 23.000 20.000 0.000 1.000 6.000 28.000 14.000 7.000 3.000 0.000 0.000 0.000 0.000 1.000 12.000 27.000 10.000 1.000 0.000 0.000 0.000 0.000 0.000 6.000 18.000 35.000 10.000 0.000 4.000 0.000 0.000 0.000 7.000 43.000 93.000 19.000 0.000 3.000 14.000 32.000 19.000 6.000 2.000 7.000 0.000 0.000 0.000 1.000 10.000 32.000 12.000 7.000 0.000 5.000 0.000 0.000 1.000 5.000 13.000 39.000 16.000 9.000 5.000 5.000 0.000 0.000 4.000 24.000 66.000 0.000 2.000 7.000 51.000 38.000 10.000 7.000 12.000 3.000 1.000 0.000 3.000 11.000 29.000 19.000 15.000 8.000 11.000 1.000 1.000 0.000 2.000 14.000 41.000 35.000 13.000 19.000 14.000 1.000 1.000 4.000 19.000 54.000 0.000 0.000 7.000 46.000 32.000 31.000 21.000 18.000 6.000 3.000 0.000 4.000 5.000 21.000 19.000 20.000 22.000 9.000 6.000 1.000 0.000 4.000 13.000 20.000 27.000 27.000 17.000 18.000 2.000 0.000 3.000 12.000 35.000 0.000 3.000 8.000 24.000 31.000 62.000 27.000 32.000 2.000 7.000 0.000 0.000 4.000 21.000 27.000 28.000 20.000 17.000 2.000 2.000 0.000 2.000 11.000 23.000 35.000 31.000 29.000 35.000 10.000 6.000 1.000 12.000 40. 000 0.000 0.000 0.000 19.000 30.000 33.000 20.000 7.000 0.000 1.000 0.000 0.000 4.000 20.000 18.000 28.000 18.000 18.000 0.000 0.000 0.000 1.000 7.000 26.000 35.000 37.000 31.000 11.000 0.000 0.000 6.000 19.000 33.000 0.000 0.000 7.000 26.000 38.000 25.000 19.000 5.000 0.000 0.000 0.000 0.000 6.000 19.000 27.000 24.000 13.000 7.000 0.000 0.000 0.000 3.000 11.000 33.000 37.000 38.000 18.000 13.000 1.000 0.000 4.000 28.000 58.000 0.000 1.000 2.000 34.000 46.000 29.000 21.000 11.000 0.000 0.000 0.000 1.000 2.000 53.000 21.000 30.000 8.000 12.000 4.000 0.000 0.000 3.000 16.000 48.000 56.000 35.000 12.000 12.000 1.000 0.000 8.000 41.000 85.000 0.000 0.000 0.000 0.000 3.000 0.000 22.000 29.000 36.000 41.000 33.000 62.000 37.000 19.000 30.000 15.000 1.000 0.000 0.000 0.000 0.000 0.000 1.000 1.000 6.000 5.000 28.000 28.000 43.000 43.000 39.000 28.000 24.000 20.000 18.000 4.000 3.000 0.000 0.000 0.000 0.000 0.000 1.000 2.000 12.000 5.000 49.000 48.000 58.000 51.000 47.000 50.000 21.000 22.000 24.000 7.000 5.000 0.000 3.000 0.000 11.000 15.000 70.000 72.000 81.000133.000 0.000 0.000 3.000 14.000 49. 000 58.000 19.000 8.000 0.000 0.000 1.000 1.000 1.000 27.000 31.000 33.000 17.000 7.000 0.000 0.000 0.000 0.000 9.000 28.000 41.000 33.000 12.000 8.000 0.000 0.000 16.000 39.000 91.000 90.000131.000128.000 129.000195.000164.000 9 167.000222.000315.000343.000197.000166.000190.000203.000115.000 97.000145.000224.000318.000306.000323.000276.000 9 166.000196.000262.000203.000106.000 89.000132.000217.000128.000150.000228.000228.000266.000302.000279.000213.000 9 100.000194.000196.000 92.000 26.000 57.000 97.000147.000155.000179.000239.000201.000261.000286.000193.000207.000 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 4 of 160 1 9 9 9 9 9 9 9 9 71.000148.000111.000 20.000 3.000 32.000 81.000133.000143.000179.000154.000115.000192.000227.000 68.000139.000 33.000 66.000 13.000 0.000 1.000 7.000 39.000107.000205.000253.000166.000 85.000192.000198.000 48.000 89.000 10.000 1.000 0.000 0.000 0.000 0.000 0.000 18.000 60.000111.000 33.000 22.000 51.000 50.000 2.000 21.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.000 13.000 16.000 15.000 1.000 10.000 3.000 0.000 3.000 43.000 50.000 85.000124.000140.000 34.000 21.000 13.000 10.000 13.000 9.000 20.000 23.000 51.000 47.000 37.000 84.000 94.000146.000263.000285.000159.000 60.000 38.000 19.000 17.000 20.000 45.000118.000171.000130.000 82.000 99.000125.000156.000235.000201.000192.000125.000105.000 55.000 32.000 50.000140.000180.000165.000172.000 89.000 188.000238.000202.000262.000175.000269.000355.000422.000233.000187.000224.000421.000298.000310.000183.000215.000 9 125.000129.000153.000 97.000 56.000 88.000254.000317.000319.000350.000299.000249.000200.000244.000130.000153.000 50.000100.000223.000310.000388.000186.000114.000134.000165.000 61.000 85.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.800 485.1810.1.0 12 46.000 87 39.000 52 27.000 71 14.000 14 1.000 0 64.000 45 45.000 30 45.000 24 21.000 9 0.000 0 0.000 0 0.000 0 0.000 0 0.000 4 0.000 0 52.000 44 18.000 20 8.000 3 1.000 1 1.000 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 0 2.350 3.470 485. 485.1810. 1810.1.0 1.0 1.0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000 66.000 34.000 13.000 47.000 15.000 2.000 75.000 6.000 0.000 3.000 0.000 0.000 0.000 0.000 0.000 84.000114.000143.000 25.000 3.000 0.000 0.000 60.000 37.000136.000216.000264.000 37.000 10.000 4.000 1.000 0.000 0.000 1.000 8.000 0.000 53.000 10.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 75.000144.000147.000 11.000 4.000 0.000 0.000 0.000 0.000 0.000 0.000 81.000 14.000 3.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 28.000150.000 6.000 0.000 0.000 0.000 0.000 0.000 0.000 91.000 65.000 25.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 49.000 1.000 0.000 0.000 0.000 0.000 0.000 46. 000 48.000 30.000 6.000 0.000 0.000 0.000 0.000 0.000 0.000 35.000 2.000 0.000 32.000 68.000 77.000 71.000 5.000 1.000 0.000 0.000 0.000 0.000 27.000 15.000 11.000 5.000 0.000 0.000 0.000 0.000 0.000 0.000 5.000 10.000 23.000 36.000 44.000 72.000 27.000 1.000 0.000 0.000 0.000 0.000 18.000 4.000 1.000 3.000 1.000 0.000 0.000 0.000 0.000 0.000 81.000 12.000 17.000 16.000 21.000 43.000 17.000 7.000 0.000 0.000 0.000 0.000 13.000 9.000 4.000 2.000 2.000 0.000 0.000 0.000 0.000 0.000 77.000185.000236.000 44.000 10.000 19.000 25.000 27.000 62.000 73.000 47.000 10.000 1.000 0.000 0.000 12.000 9.000 8.000 6.000 4.000 3.000 0.000 0.000 0.000 0.000 37.000103.000164.000 43.000259.000128.000 36.000 37.000 10.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 17.000 19.000 17.000 11.000 31.000 6.000 30.000 1.000111.000 2.000 3.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 13.000 1.000 0.000 0.000 0.000 1.000 43.000 73.000 47.000 22.000 0.000 0.000 0.000 0.000 0.000 0.000 79.000 61.000 19.000 15.000 19.000 22.000 61.000 75.000 88.000 23.000 46.000 71.000 84.000 19.000 27.000 43.000 16.000 0.000 13.000 23.000 3.000 0.000 31.000 56.000 82.000 79.000 54.000128.000199.000114.000 93.000 37.000 3.000 0.000 0.000 1.000 0.000 0.000 81.000 91.000 21.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 44.000 10.000 1.000 0.000 0.000 0.000 0.000 0.000 77.000 39.000 5.000 2.000 0.000 0.000 0.000 0.000 0.000 0.000 485.30.000 23.000 0.000 2.000 52.000 68.000 28.000 12.000 0.000 1.000 0.000 0.000 0.000 0.000 66.000 28.000 9.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 10 485. 485.101.4.560 6.820 9.060 11.300 13.530 18.010 22.400 55.000 485. 485. 485. 485. 485. 485. 485. 485.0.000 0.000 0.000 11 485.485. 11 1810. 1810. 1810.1810. 1810. 1810.1810 1.0 1.0 1810 1.0 1.0 1810 1.0 1.0 1810.1.0 1.0 1810. 1810. 1810. 12 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 5 of 160 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 JOINT FREQUENCY DISTRIBUTION WIND SPEED (MIS)OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS A TOWER 0.36 1.05 1.55 2.04 3.05 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL RELEASE 0.35 1.04 1.54 2.02 3.02 4.01 5.00 5.99 7.97 9.92 24.35 N 0.000 0.000 0.000 0.000 0.062 0.075 0.071 0.027 0.005 0.000 0.000 0.24 NNE 0.000 0.000 0.000 0.011 0.034 0.094 0.091 0.023 0.002 0.000 0.000 0.26 NE 0.000 0.000 0.005 0.032 0.153 0.126 0.057 0.011 0.000 0.000 0.000 0.38 ENE 0.000 0.000 0.007 0.037 0.101 0.043 0.007 0.002 0.000 0.000 0.000 0.20 E 0.000 0.000 0.000 0.048 0.103 0.046 0.018 0.000 0.000 0.000 0.000 0.21 ESE 0.000 0.000 0.002 0.014 0.064 0.032 0.016 0.007 0.000 0.000 0.000 0.13 SE 0.000 0.000 0.007 0.032 0.073 0.043 0.014 0.005 0.016 0.000 0.000 0.19 SSE 0.000 0.000 0.005 0.016 0.117 0.087 0.023 0.016 0.027 0.007 0.002 0.30 S 0.000 0.000 0.000 0.016 0.105 0.073 0.071 0.048 0.041 0.014 0.007 0.38 SSW 0.000 0.000 0.007 0.018 0.055 0.071 0.142 0.062 0.073 0.005 0.016 0.45 SW 0.000 0.000 0.000 0.000 0.043 0.069 0.075 0.046 0.016 0.000 0.002 0.25 WSW 0.000 0.000 0.000 0.016 0.059 0.087 0.057 0.043 0.011 0.000 0.000 0.27 W 0.000 0.000 0.002 0.005 0.078 0.105 0.066 0.048 0.025 0.000 0.000 0.33 WNW 0.000 0.000 0.000 0.007 0.050 0.082 0.075 0.085 0.069 0.002 0.000 0.37 NW 0.000 0.000 0.000 0.000 0.066 0.094 0.142 0.043 0.034 0.000 0.000 0.38 NNW 0.000 0.000 0.000 0.007 0.032 0.112 0.133 0.043 0.018 0.000 0.000 0.35 TOTAL 0.000 0.000 0.034 0.258 1.196 1.239 1.059 0.510 0.338 0.027 0 .027 4.69 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS B TOWER 0.36 1.05 1.55 2.04 3.05 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL RELEASE 0.35 1.04 1.54 2.02 3.02 4.01 5.00 5.99 7.97 9.92 24.35 N 0.000 0.000 0.000 0.007 0.048 0.053 0.023 0.021 0.005 0.000 0.000 0.16 NNE 0.000 0.000 0.002 0.007 0.039 0.059 0.046 0.027 0.000 0.000 0.000 0.18 NE 0.000 0 .002 0.009 0.021 0.071 0.078 0.030 0.007 0 .002 0.000 0.000 0.22 ENE 0.000 0.000 0.014 0.034 0.080 0.032 0.009 0.007 0.000 0.000 0.000 0.18 E 0.000 0.000 0.014 0.046 0.066 0.034 0.009 0.000 0.000 0.000 0.000 0.17 ESE 0.000 0.000 0.002 0.027 0.062 0.023 0.002 0.000 0.000 0.000 0.000 0.12 SE 0.000 0.000 0.002 0.023 0.073 0.027 0.016 0.000 0.011 0.000 0.000 0.15 SSE 0.000 0.000 0.007 0.025 0.066 0.043 0.034 0.018 0.025 0.002 0.002 0.22 S 0.000 0.000 0.009 0.011 0.048 0.043 0.046 0.050 0.021 0.014 0.002 0.24 SSW 0.000 0.000 0.000 0.009 0.048 0.062 0.064 0.046 0.039 0.005 0.005 0.28 SW 0.000 0.000 0.000 0.009 0.046 0.041 0.064 0.041 0.041 0.000 0.000 0.24 WSW 0.000 0.000 0.000 0.014 0.043 0.062 0.055 0.030 0.016 0.000 0.000 0.22 W 0.000 0.000 0.002 0.005 0.121 0.048 0.069 0.018 0.027 0.009 0.000 0.30 WNW 0.000 0.000 0.002 0.014 0.064 0.098 0.089 0.055 0.041 0.007 0.000 0.37 NW 0.000 0.000 0.002 0.011 0.064 0.098 0.064 0.046 0.009 0.000 0.000 0.29 NNW 0.000 0.002 0.002 0.002 0.062 0.071 0.075 0.039 0.016 0.000 0.000 0.27 TOTAL 0.000 0.005 0.069 0.265 1.002 0.874 0. 695 0.405 0.254 0.037 0.009 3.61 JOINT FREQUENCY DISTRIBUTION WIND SPEED (MIS)TOWER RELEASE N NNE 0.36 0.35 0.000 0.000 1.05 1.04 0.000 0.000 1.55 1.54 0.002 0.007 2.04 2.02 0.025 0.030 3.05 3.02 0.048 0.057 OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS C NE 0.000 0.000 0.007 0.053 0.091 ENE 0.000 0.005 0.023 0.046 0.094 E 0.000 0.002 0.023 0.055 0.112 ESE 0.000 0.000 0.014 0.041 0.080 SE 0.000 0.002 0.011 0.030 0.089 SSE 0.000 0.000 0.005 0.032 0.094 S SSW SW WSW 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.009 0.005 0.002 0.007 0.030 0.025 0.016 0.025 0.046 0.053 0.059 0.075 W 0.000 0.000 0.007 0.037 0.110 WNW 0.000 0.000 0.002 0.027 0.112 NW 0.000 0.000 0.005 0.011 0.110 NNW 0.000 0.000 0.000 0.021 0.064 TOTAL 0.000 0.009 0.128 0.503 1.294 CALCULATION NO. BYR04-050, BRW-04-0044-M
-MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO.6 of 160 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL 4.01 5.00 5.99 7.97 9.92 24.35 0.062 0.043 0.023 0.009 0.002 0.000 0.21 0.062 0.041 0.027 0.009 0.000 0.000 0.23 0.082 0.053 0.009 0.000 0.000 0.000 0.29 0.032 0.005 0.000 0.000 0.000 0.000 0.20 0.037 0.009 0.000 0.000 0.000 0.000 0.24 0.023 0.000 0.009 0.000 0.000 0.000 0.17 0.037 0.021 0.011 0.011 0.000 0.000 0.21 0.080 0.030 0.043 0.032 0.002 0.002 0.32 0.062 0.062 0.039 0.041 0.005 0.000 0.29 0.080 0.071 0.066 0.080 0.023 0.014 0.42 0.080 0.085 0.071 0.025 0.000 0.000 0.34 0.085 0.087 0.041 0.030 0.002 0.000 0.35 0.128 0.080 0.027 0.027 0.002 0.000 0.42 0.133 0.107 0.048 0.055 0.011 0.007 0.50 0.117 0.114 0.050 0.016 0.000 0.000 0.42 0.094 0.075 0.027 0.018 0.000 0.000 0.30 1.191 0.883 0.494 0.354 0.048 0.023 4.93 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (M/S)ATMOSPHERIC STABILITY CLASS D TOWER RELEASE 0.36 0.35 1.05 1.04 1.55 1.54 2.04 2.02 3.05 3.02 4.05 4.01 5.05 5.00 6.05 5.99 8.05 7.97 10.01 9.92 24.59 24.35 TOTAL N 0.000 0.021 0.071 0.162 0.382 0.380 0.229 0.162 0.075 0.023 0.000 1.50 NNE 0.000 0.048 0.117 0.160 0 .508 0.448 0.444 0.338 0.151 0.002 0.000 2.22 NE 0.000 0.034 0.206 0.295 0.720 0.599 0.448 0.254 0.030 0.000 0.000 2.59 ENE 0.000 0.082 0.300 0.446 0.784 0.464 0.210 0.046 0.000 0.000 0.000 2.33 E 0.000 0.053 0.293 0.375 0.450 0.242 0.059 0.007 0.002 0.000 0.000 1.48 ESE 0.000 0.016 0.098 0.213 0.380 0.204 0.130 0.073 0.016 0.000 0.000 1.13 SE 0.000 0.009 0.055 0.151 0.434 0.302 0.222 0.185 0.089 0.000 0.000 1.45 SSE 0.000 0.009 0.043 0.123 0.464 0.496 0.336 0.304 0.245 0.041 0.007 2.07 S 0.000 0.007 0.027 0.080 0.263 0.293 0.354 0.327 0.469 0.137 0.030 1.99 SSW 0.000 0.002 0.027 0.091 0.222 0.343 0.409 0.409 0.579 0.254 0.037 2.37 SW 0.000 0.014 0.043 0.075 0.332 0.521 0.547 0.352 0.380 0.075 0.034 2.37 WSW 0.000 0.009 0.064 0.133 0.512 0.521 0.460 0.263 0.194 0.050 0.002 2.21 W 0.000 0.018 0.094 0.194 0.727 0.608 0.597 0.439 0.439 0.117 0.023 3.26 WNW 0.000 0.025 0.160 0.185 0.700 0.691 0.654 0.519 0.453 0.114 0.007 3.51 NW 0.000 0.034 0.165 0.304 0.739 0.638 0.441 0.155 0.110 0.005 0.000 2.59 NNW 0.000 0.037 0.089 0.208 0.631 0.487 0.473 0.318 0.204 0.048 0.007 2.50 TOTAL 0.000 0.418 1.852 3.197 8.248 7.238 6.014 4.153 3.435 0.867 0.146 35.57 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (M/S)ATMOSPHERIC STABILITY CLASS E TOWER RELEASE 0.36 0.35 1.05 1.03 1.55 1.52 2.04 2.00 3.05 2.99 4.05 3.97 5.05 4.95 6.05 5.93 8.05 7.89 10.01 9.82 24.59 24.11 TOTAL N 0.000 0.098 0.192 0.226 0.430 0.286 0.105 0.089 0.062 0. 032 0.002 1.52 NNE 0.000 0.114 0.215 0.286 0.544 0.295 0.199 0.119 0.162 0.032 0.000 1.97 NE 0.001 0.194 0.334 0.357 0.462 0.350 0.151 0.107 0.172 0.007 0.000 2.13 ENE 0.001 0.284 0.601 0.537 0.599 0.222 0.078 0.034 0.014 0.000 0.000 2.37 E 0.001 0.320 0.652 0.460 0.400 0.128 0.030 0.005 0.000 0.000 0.000 2.00 ESE 0.000 0.078 0.364 0.439 0.615 0.201 0.114 0.057 0.007 0.000 0.000 1.88 SE 0.000 0.048 0.137 0.286 0.812 0.581 0.229 0.085 0.080 0.005 0.000 2.26 SSE 0.000 0.030 0.087 0.240 0.965 0.725 0.510 0.311 0.176 0.011 0.023 3.08 S SSW SW WSW 0.000 0.023 0.043 0.126 0.533 0.729 0.709 0.494 0.423 0.185 0.027 3.29 0.000 0.030 0.039 0.073 0.428 0.800 0.887 0.604 0.540 0.101 0.023 3.52 0.000 0.021 0.046 0.114 0.512 0.684 0.425 0.181 0.139 0.043 0.034 2.20 0.000 0.046 0.103 0.320 0.963 0.569 0.261 0.139 0.105 0.062 0.030 2.60 W 0.000 0.053 0.270 0.412 0.681 0.457 0.306 0.172 0.162 0.098 0.053 2.66 WNW 0.000 0.117 0.391 0.377 0.709 0.558 0.377 0.201 0.192 0.037 0.007 2.97 NW 0.000 0.107 0.297 0.393 0.418 0.297 0.139 0.053 0.043 0.000 0.000 1.75 NNW TOTAL 0.000 0.007 0.085 1.646 0.188 3.958 0.204 4.850 0.492 9.563 0.350 7.233 0.194 4.715 0.069 2.719 0.053 2.330 0.000 0.613 0.005 0.204 1.64 37.84 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (M/S)TOWER RELEASE N NNE NE ENE E ESE SE 0.36 0.35 0.003 0.002 0.004 0.006 0.007 0.003 0.002 1.05 1.03 0.146 0.103 0.192 0.261 0.327 0.137 0.073 1.55 1.52 0.103 0.069 0.085 0.172 0.329 0.336 0.155 2.04 2.00 0.103 0.055 0.023 0.025 0.064 0.343 0.176 3.05 2.99 0.048 0.021 0.009 0.009 0.014 0.112 0.162 ATMOSPHERIC STABILITY CLASS F SSE 0.001 0.053 0.082 0.101 0.165 S 0.001 0.039 0.037 0.048 0.098 SSW 0.001 0.043 0.057 0.062 0.142 SW 0.001 0.043 0.050 0.085 0.098 WSW 0.002 0.071 0.123 0.236 0.592 W 0.003 0.128 0.293 0.375 0.293 WNW 0.004 0.188 0.455 0.213 0.085 NW 0.004 0.181 0.261 0.101 0.023 NNW 0.003 0.119 0.155 0.064 0.027 TOTAL 0.046 2.104 2.762 2.072 1.898 ICALCULATION NO. BYRO4-050, BRW-04-0044-M IMINOR REV. NO. lB 7 -APPENDIX BB-7 I PAGE NO. 7 77-16-01 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL 3.97 4.95 5.93 7.89 9.82 24.11 0.000 0.000 0.000 0.000 0.000 0.000 0.40 0.000 0.000 0.000 0.000 0.009 0.000 0.26 0.002 0.000 0.000 0.002 0.018 0.000 0.34 0.000 0.000 0.000 0.000 0.000 0.000 0.47 0.000 0.000 0.000 0.000 0.000 0.000 0.74 0.002 0.000 0.000 0.000 0.000 0.000 0.93 0.011 0.002 0.000 0.000 0.000 0.000 0.58 0.062 0.002 0.000 0.000 0.000 0.000 0.47 0.039 0.016 0.000 0.000 0.000 0.000 0.28 0.167 0.107 0.023 0.002 0.000 0.000 0. 60 0.082 0.023 0.000 0.000 0.000 0.000 0.38 0.085 0.000 0.000 0.000 0.000 0.039 1.15 0.030 0.002 0.000 0.000 0.000 0.002 1.13 0.007 0.000 0.000 0.002 0.000 0.000 0.95 0.002 0.000 0.000 0.000 0.000 0.000 0.57 0.000 0.002 0.000 0.000 0.000 0.000 0.37 0.489 0.155 0.023 0.007 0.027 0.041 9.62 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS G TOWER 0.36 1.05 1.55 2.04 3.05 4.05 5.05 6.05 8.05 10.01 24.59 TOTAL RELEASE 0.35 1.03 1.52 2.00 2.99 3.97 4.95 5.93 7.89 9.82 24.11 N 0.003 0.119 0.041 0.018 0.002 0.002 0.000 0.000 0.000 0.000 0.000 0.19 NNE 0.003 0.101 0.046 0.007 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.16 NE 0.003 0.121 0.023 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.15 ENE 0.005 0.185 0.032 0.007 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.23 E 0.005 0.208 0.149 0.057 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.42 ESE 0.003 0.105 0.110 0.069 0.014 0.000 0.000 0.000 0.000 0.000 0.000 0.30 SE 0.002 0.062 0.034 0.025 0.011 0.000 0.000 0.000 0.000 0.000 0.000 0.13 S SE 0.001 0.041 0.009 0.002 0.007 0.002 0.000 0.000 0.000 0.000 0.000 0.06 S 0.001 0.030 0.021 0.009 0.005 0.005 0.000 0.000 0.000 0.000 0.000 0.07 SSW 0.001 0.027 0.021 0.018 0.014 0.009 0.007 0.000 0.000 0.000 0.000 0.10 SW 0.001 0.043 0.025 0.014 0.002 0.005 0.000 0.000 0.000 0.000 0.000 0.09 WSW 0.001 0.039 0.071 0.069 0.254 0.007 0.000 0.000 0.000 0.000 0.000 0.44 W 0.003 0.098 0.167 0. 107 0.050 0.000 0.000 0.000 0.000 0.000 0.000 0.43 WNW 0.005 0.185 0.208 0.048 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.45 NW 0.005 0.176 0.089 0.011 0.005 0.000 0.000 0.000 0.000 0.000 0.000 0.29 NNW 0.004 0.151 0.064 0.021 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.24 TOTAL 0.043 1. 692 1.109 0.483 0.373 0.030 0.007 0.000 0.000 0.000 0.000 3.74 WIND MEASURED AT 10.4 METERS.WIND SPEED CORRECTED TO THE RELEASE HEIGHT OF 10.0 METERS.OVERALL WIND DIRECTION FREQUENCY WIND DIRECTION:
N NNE FREQUENCY:
4.2 5.3 NE ENE 6.1 6.0 E ESE SE SSE 5.3 4.7 5.0 6.5 5 SSW SW WSW 6.5 7.7 5.9 7.2 W WNW 8.5 9.1 NW NNW 6.3 5.7 OVERALL WIND SPEED FREQUENCY AS MAX.WIND SPEED (MIS): 0.358 WIND SPEED FREQUENCY:
0.10 MEASURED ON THE TOWER: 1.051 1.551 2.039 3.049 4.050 5.052 6.048 8.051 10.014 24.587 5.87 9.91 11.63 23.57 18.29 13.53 8.30 6.72 1.62 0.45 BUILDING AND RELEASE CHARACTERISTICS:
RELEASE HEIGHT: 10.00 METERS MIXING VOLUME COEFFICIENT:
0.50 BUILDING CROSS-SECTIONAL AREA: 2917.00 SQUARE METERS BOUNDARY DISTANCES (METERS) FROM THE DOWNWIND SECTOR 5 SSW SW BOUNDARY 1 485. 485. 485.BOUNDARY 2 1810. 1810. 1810.THE CONVERSION FACTOR APPLIED TO THE SOURCE FOR EACH DOWNWIND SECTOR: WSW W WNW NW NNW 485. 485. 485. 485. 485.1810. 1810. 1810. 1810. 1810.WIND SPEED CLASSES IS 0.447 N 485.1810.NNE 485.1810.NE 485.1810.ENE 485.1810.E 485.1810.ESE 485.1810.SE 485.1810.SSE 485.1810.
I CALCULATION NO. BYR04-050, BRW-04-0044-M i MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 8 of 160fl USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 WINDSPEEDS ADJUSTED TO 10.0 METERS.PERCENT OF THE TIME A GIVEN WINDSPEED IS LOWER: WINDSPEED (METER/SEC) 0.35 0.35 1.03 1.04 1.52 1.54 2.00 2.02 2.99 3.02 3.97 4.01 4.95 5.00 5.93 5.99 7.89 7.97 9.82 9.92 24.11 24.35 CUMULATIVE FREQUENCY (PERCENT)0.10 0.10 5.54 5.97 13.80 15.88 23.29 27.51 39.35 51.09 58.84 69.38 74.26 82. 91 85.65 91.21 93.55 97.93 98.57 99.55 99.79 100.00 WINDSPEED CUMULATIVE FREQUENCY (INTERPOLATED)(METER/SEC) (PERCENT)0.35 0.10 1.03 5.97 1.52 15.88 2.01 27.51 3.00 51.09 3.99 69.38 4.98 82.91 5 .97 91.21 7.95 97.93 9.88 99.55 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-7 I PAGE NO.9 of 160 24.22 100.00 ERROR IN NORMAL TRANSFORMATION FOR A( ii)= 100.00000 LOG-NORMAL INTERPOLATION PERCENTILES WINDSPEED (METER/SEC) 0.60 0.82 0.97 1.25 1.49 1.70 1.90 2.10 2.30 2.51 2.72 2.95 3.19 3.44 3.72 4.03 4.34 4.72 5.28 5.78 CUMULATIVE FREQUENCY (PERCENT)1.00 3.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 I ACLTO O YO-5.B W0-04MI MNRRV O B IAPNI BB.......
...EN...... ... 1 I CALCULATION NO. BYR04-050.
BRW-04-0044-M I MINORREV.NO.IB i APPENDIX 131-7 I PAGE NO. 10 of 160 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE S SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A B B B B B B C C C C C C C C D D D D D D D D D E E E E E 3.0 4.0 5.0 6.0 8.0 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.4 1.0 1.5 2.0 3.0 1.46 1.78 1.68 0.65 0.11 0.16 1.14 1.24 0.54 0.49 0.11 0.05 0.59 1.14 1.46 1.03 0.54 0.22 0.05 0.49 1.68 3.84 9.03 8.98 5.41 3.84 1.78 0.54 0.01 2.33 4.54 5.35 10.17 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 83.6 83.6 83.6 83.6 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3.500E-06 4. 316E-05 2. 886E-05 2. 172E-05 1. 742E-05 1. 455E-05 1. 093E-05 1 .178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3. 022E-05 2 .270E-05 1.825E-05 2. 174E-04 1. 473E-04 1.127E-04 9.715E-05 8.749E-05 8. 063E-05 7. 545E-05 5. 674E-05 4.562E-05 8. 882E-06 6. 686E-06 5.361E-06 4.477E-06 3. 363E-06 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1.291E-05 9. 696E-06 9. 321E-05 7. 093E-05 4.743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1.796E-05 1.444E-05 2. 620E-04 1. 774E-04 1. 350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4. 551E-05 3.419E-05 2. 749E-05 8.882E-06 6. 686E-06 5. 361E-06 4. 477E-06 3. 363E-06 3. 829E-05 2. 560E-05 1. 927E-05 1.545E-05 1.291E-05 9. 696E-06 9.321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2 862E-05 2. 391E-05 1 .796E-05 1. 444E-05 2.174E-04 1. 473E-04 1. 127E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3.419E-05 2. 749E-05 8.570E-04 1.I11E-03 8.570E-04 2.917E-04 3.781E-04 2.917E-04 1.976E-04 2.560E-04 1.976E-04 1.504E-04 1.948E-04 1.504E-04 1.503E-04 1.303E-04 1.303E-04 27.9 12.7 55.9 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 T PAGE NO. 11 o f 160 ]E E E E E E F F F F F G G G G G G 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 0.4 1.0 1.5 2.0 3.0 4.0 6.76 2.49 2.11 1.46 0.76 0.05 0.08 3.46 2.43 2.43 1.14 0.07 2.81 0.97 0.43 0.05 0.05 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 5.1 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 79.7 79.7 79.7 79.7 41.3 26.0 1. 503E-04 1.503E-04 1.503E-04 1.142E-04 9. 182E-05 3. 740E-05 1.474E-03 5.018E-04 3. 398E-04 2. 586E-04 2.871E-04 2.253E-03 7.671E-04 5.195E-04 3. 953E-04 5.092E-04 6. 091E-04 9. 806E-05 7. 863E-05 6.567E-05 4.933E-05 3. 966E-05 1. 615E-05 1. 965E-03 6. 690E-04 4. 530E-04 3. 447E-04 2. 305E-04 4. 506E-03 1. 534E-03 1. 039E-03 7. 905E-04 5. 286E-04 3. 979E-04 9. 806E-05 7.863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1. 474E-03 5. 018E-04 3. 398E-04 2 .586E-04 2. 305E-04 2.253E-03 7. 671E-04 5. 195E-04 3.953E-04 5. 092E-04 3. 979E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB [ APPENDIX I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
S SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.BB-7 I PAGEI NO. 12 of 160 1~B-7 AiN. Za UI 2.253E-03 1.474E-03 8.570E-04 7.671E-04 0.072 0.147 0.157 2.970 0.00305 0.00623 0.00664 0.12556 2.917E-04 2.586E-04 2.305E-04 2.174E-04 12.705 15.139 16.275 16.762 0.53717 0.64008 0.68810 0.70868 9.321E-05 9.028E-05 7.863E-05 7.093E-05 49.159 58.191 60.679 61.274 2.07845 2.46034 2.56553 2.59068 3.966E-05 3.829E-05 3.570E-05 3.419E-05 84.964 85.126 86.587 88.371 3.59228 3.59914 3.66089 3.73635 1.615E-05 1.545E-05 1.444E-05 1.291E-05 93.131 93.672 93.726 94.213 3.93758 3.96045 3.96274 3.98332 5.195E-04 3.943 0.16672 1. 976E-04 21.305 0.90077 6.796E-05 70.253 2.97028 2. 862E-05 89.399 3.77980 9. 696E-06 94.321 3.98789 5. 092E-04 3.997 0.16900 1. 504E-04 26.659 1.12716 6. 567E-05 72.362 3.05947 2. 749E-05 89.940 3.80266 8. 882E-06 95.781 4.04963 5. 018E-04 7.459 0.31536 1. 473E-04 28.336 1.19805 5. 449E-05 77.771 3.28814 2. 560E-05 91.076 3.85069 6. 686E-06 97.566 4.12510 3. 979E-04 7.513 0.31764 1. 303E-04 38.504 1.62796 4. 933E-05 79.231 3.34989 2. 391E-05 91.617 3.87355 5. 361E-06 99.243 4.19599 OR EXCEEDED.3.953E-04 7.946 0.33594 1.127E-04 42.344 1.79032 4.743E-05 80.367 3.39791 1.927E-05 92.861 3.92615 4.477E-06 99.892 4.22343 3. 398E-04 10.379 0.43884 9. 806E-05 49.105 2.07616 4.551E-05 84.207 3.56027 1.796E-05 93.077 3.93530 3. 363E-06 100.000 4.22800 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR EXCEEDED CHI/Q WITH RESPECT TO WHEN THE WIND BLOWS SEC/CUBIC METER THE TOTAL TIME INTO THIS SECTOR ONLY L CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B T APPENDIX BB-7 PAGE NO. 13 o f 160fl HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8): 0.125 0.315 0.900 1.626 2.458 3.057 3.557 K I XQSAVE(K,I) 1 1 -6.09537 1 2 -7.17293 1 3 -7.59738 1 4 -8.52936 1 5 -8.94587 1 6 -9.31262 1 7 -9.63092 1 8 -9.99767 1.083E-03 7.636E-04 6.060E-04 3.909E-04 2.732E-04 2.097E-04 1.771E-04 1.559E-04 1.396E-04 1.261E-04 1.137E-04 1.036E-04 9.505E-05 8.639E-05 7.692E-05 6.898E-05 6.027E-05 5.157E-05 3.377E-04 ANNUAL AVERAGE = 4.XQINT(K,I)
XQSLOP (K, I)-10.47460
-1.09243-11.58799
-1.46083-14.55324
-2.54630-12.85459
-1.82828-13.53938
-2.14859-15.92579
-3.36167-19.73417
-5.39547 NUMXQ(K)=
8 0.042 0.127 0.211 0.423 0.634 0.846 1.057 1.268 1.480 1.691 1.903 2.114 2.325 2.537 2.748 2.960 3.171 3.382 0.5 55E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 11.83 K= 1 FIVEXQ(K)=
3.377E-04 FIVEPR(K)=11.826
[CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. 1B I APPENDIX BB-7 T PAGE NO. 14 o f 160fl USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSW SECTOR.STABILITY WINDSPEED FREQUENCY CLASS METER/SEC PERCENT AT 10.0 METERS DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z METERS METERS METERS METERS METERS A A A A A A B B B B B B C C C C C C C D D D D D D D D D E E E E E 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.4 1.0 1.5 2.0 3.0 0.22 0.65 1.78 1.74 0.43 0.04 0.04 0.13 0.74 1.13 0.87 0.52 0.13 0.56 1.08 1.17 0.78 0.52 0.17 0.91 2.21 3.04 9.63 8.51 8.42 6.42 2.86 0.04 0.01 2.17 4.08 5.42 10.33 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 12.7 MEANDER-SY METERS 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 83.6 83.6 83.6 83.6 55.9 1. 382E-05 9. 244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3. 500E-06 5. 672E-05 4. 316E-05 2. 886E-05 2. 172E-05 1.742E-05 1.455E-05 1.178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3. 022E-05 2.270E-05 2. 174E-04 1. 473E-04 1. 127E-04 9. 715E-05 8. 749E-05 8. 063E-05 7. 545E-05 5. 674E-05 4.562E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 503E-04 MEANDER BLDG WAKE CA=1459.SQ.METERS USED** CHI/Q VALUES (SEC/CUBIC METER)1.328E-05 8.882E-06 6. 686E-06 5. 361E-06 4. 477E-06 3.363E-06 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1.545E-05 1.291E-05 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2.862E-05 2.391E-05 1.796E-05 2.620E-04 1.774E-04 1.350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3. 419E-05 2.749E-05 1. 111E-03 3. 781E-04 2. 560E-04 1. 948E-04 1.303E-04 1. 328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4. 477E-06 3. 363E-06 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1 .291E-05 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1. 796E-05 2.174E-04 1. 473E-04 1 .127E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3. 419E-05 2.74 9E-05 8.570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 I ~ nra nnt~7n~ nn~~ I ~ ..-. I ~ -I lr -Ira I I LALLULA I IIN INU. 1I5 KU14-UU, ftKW-Um-UU4Q-NI I MIINUKKItV.
NU. IB I ArrrINU1A 3i5- 1 I rAkLt INU. ID Of IOU I E E E E E F F F F F F G G G G G 4.0 5.0 5.9 7.9 9.8 0.4 1.0 1.5 2.0 3.0 9.8 0.4 1.0 1.5 2.0 3.0 5.60 3.78 2.26 3.08 0.61 0.04 1.95 1.30 1.04 0.39 0.17 0.05 1.91 0.87 0.13 0.04 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 42.1 33.8 28.2 27.9 27.9 76.9 76.9 76.9 76.9 46.3 19.2 79.7 79.7 79.7 79.7 41.3 1. 503E-04 1. 503E-04 1. 503E-04 1.142E-04 9. 182E-05 1. 474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 871E-04 2. 106E-04 2 .253E-03 7.671E-04 5.195E-04 3. 953E-04 5. 092E-04 9.806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1.965E-03 6. 690E-04 4. 530E-04 3.447E-04 2.305E-04 7.018E-05 4.506E-03 1.534E-03 1.039E-03 7.905E-04 5.286E-04 9. 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3 966E-05 1 474E-03 5.018E-04 3. 398E-04 2. 586E-04 2. 305E-04 7. 018E-05 2 .253E-03 7 .671E-04 5. 195E-04 3. 953E-04 5. 092E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX BB-7 PAGE NO. 16 o f 160 0 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 1.474E-03 8.570E-04 7.671E-04 0.049 0.091 0.101 2.010 0.00258 0.00482 0.00530 0.10591 2.586E-04 2.305E-04 2.174E-04 1.976E-04 9.518 9.908 10.820 14.899 0.50152 0.52210 0.57013 0.78508 9.028E-05 7.863E-05 7.093E-05 7.018E-05 51.265 55.041 55.605 55.779 2.70139 2.90033 2.93006 2.93921 4.551E-05 3.966E-05 3.829E-05 3.570E-05 85.592 86.200 86.330 87.502 4.51021 4.54223 4.54909 4.61083 1.796E-05 1.545E-05 1.328E-05 1.291E-05 93.751 94.619 94.836 95.357 4.94012 4.98586 4.99729 5.02474 5.195E-04 2.878 0.15165 1.504E-04 20.323 1.07093 6. 796E-05 64.284 3.38741 3. 419E-05 90.366 4.76176 8.882E-06 96.008 5.05904 5.092E-04 2.921 0.15394 1. 473E-04 22.537 1.18755 6. 567E-05 66.541 3.50633 2. 862E-05 91.147 4.80292 6. 686E-06 97.787 5.15279 5.018E-04 4.874 0.25684 1.303E-04 32.865 1.73180 5.44 9E-05 74.960 3.94996 2 .749E-05 91.190 4.80521 5.361E-06 99.523 5.24426 3. 953E-04 5.004 0.26370 1. 127E-04 35.903 1.89187 5. 032E-05 75.003 3.95224 2. 560E-05 91.928 4.84408 4.477E-06 99.957 5.26713 3. 398E-04 6.306 0.33230 9. 806E-05 41.501 2.18687 4. 933E-05 78.085 4.11460 2.391E-05 92.449 4.87152 3. 363E-06 100.000 5.26942 2. 917E-04 8.476 0.44664 9. 321E-05 41.631 2.19373 4.743E-05 79.170 4.17177 1. 927E-05 93.577 4.93098 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY L CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 I PAGE NO. 17 of 160 1 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2) =3)=4)=6)=7)8)=0.106 0.257 1.186 2.699 3.503 4.507 K 2 2 2 2 2 2 2 2 I XQSAVE(K, 1 -6.095: 2 -7.1729 3 -7.597: 4 -8.8233 5 -8.9458 6 -9.312w 7 630 8 -9.9976 9. 596E-04 6. 358E-04 4.924E-04 2. 897E-04 2.084E-04 1. 634E-04 1. 425E-04 1. 343E-04 1.239E-04 1.111E-04 1. 008E-04 9. 222E-05 8. 297E-05 7.463E-05 6. 761E-05 6. 108E-05 5. 528E-05 5.030E-05 4. 598E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -10.57124
-1.10571 93 -11.92131
-1.54498 38 -13.98545
-2.28252 36 -10.68859
-0.82475 87 -13.11250
-1.97187 62 -14.62129
-2.75483 92 -15.31884
-3.13990 67 NUMXQ(K)=
8 0.053 0.158 0.263 0.527 0.790 1.054 1.317 1.581 1.844 2.108 2.371 2.635 2.898 3.162 3.425 3.689 3.952 4.216 4.479 0.5 4.65E-06 1.000 3.000 5.000 10. 000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 9.49 3. 020E-04 ANNUAL AVERAGE K= 2 FIVEXQ(K)=
3.020E-04 FIVEPR(K)=
9.489 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 18 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A B B B B B B B B C C C C C C D D D D D D D D E E E E E 1.5 2.0 3.0 4.0 5.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 2.0 3.0 0.07 0.52 2.51 2.06 0.94 0.19 0.04 0.15 0.34 1.16 1.27 0.49 0.11 0.04 0.11 0.86 1.50 1.35 0.86 0.15 0.56 3.37 4.83 11.80 9.82 7.34 4.16 0.49 0.01 3.19 5.47 5.85 7.57 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 12.7 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 83.6 83.6 83.6 83.6 55.9 1. 817E-05 1.382E-05 9. 244E-06 6. 958E-06 5. 579E-06 4. 659E-06 8. 375E-05 5. 672E-05 4 316E-05 2. 886E-05 2. 172E-05 1. 742E-05 1. 455E-05 1. 0 93E-05 1. 178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3. 022E-05 2. 174E-04 1. 473E-04 1.127E-04 9. 715E-05 8. 749E-05 8. 063E-05 7. 545E-05 5. 674E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 503E-04 1. 746E-05 1.328E-05 8.882E-06 6. 686E-06 5. 361E-06 4.477E-06 7.431E-05 5.032E-05 3. 829E-05 2. 560E-05 1.927E-05 1. 545E-05 1.291E-05 9. 696E-06 9. 321E-05 7. 093E-05 4. 743E-05 3.570E-05 2 .862E-05 2.391E-05 2.620E-04 1.774E-04 1. 350E-04 9. 028E-05 6.796E-05 5. 449E-05 4. 551E-05 3. 419E-05 1.111E-03 3.781E-04 2.560E-04 1. 948E-04 1.303E-04 1. 746E-05 1.328E-05 8. 882E-06 6. 686E-06 5.361E-06 4. 477E-06 7. 431E-05 5. 032E-05 3 .829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1 .291E-05 9. 696E-06 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 391E-05 2. 174E-04 1. 473E-04 1. 127E-04 9. 028E-05 6. 796E-05 5.44 9E-05 4. 551E-05 3. 419E-05 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 19 of 160 E E E E E F F F F F F F F G G G 4.0 5.0 5.9 7.9 9.8 0.4 1.0 1.5 2.0 3.0 4.0 7.9 9.8 0.4 1.0 1.5 5.73 2.47 1.76 2.81 0.11 0.07 3.15 1.39 0.37 0.15 0.04 0.04 0.30 0.05 1.99 0.37 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 42.1 33.8 28.2 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 19.2 19.2 1 .503E-04 1.503E-04 1. 503E-04 1. 142E-04 9. 182E-05 1. 474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 871E-04 3.093E-04 2. 619E-04 2. 106E-04 2. 253E-03 7. 671E-04 5. 195E-04 9. 806E-05 7 .863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 965E-03 6. 690E-04 4.530E-04 3. 447E-04 2. 305E-04 1. 735E-04 8.729E-05 7. 018E-05 4.506E-03 1. 534E-03 1. 039E-03 9. 806E-05 7.863E-05 6. 567E-05 4.933E-05 3. 966E-05 1.474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 305E-04 1. 735E-04 8. 729E-05 7. 018E-05 2. 253E-03 7. 671E-04 5. 195E-04 5.1 79.7 5.1 79.7 5.1 79.7 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 20 of 160 I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2. 253E-03 0.051 0.00311 2. 174E-04 11.300 0.68955 8. 729E-05 56.118 3.42452 4.743E-05 83.174 5.07556 1. 746E-05 93.142 5.68384 1.474E-03 0.119 0.00729 1. 976E-04 16.771 1.02342 7 .863E-05 58.592 3.57544 4.551E-05 87.334 5.32939 1.545E-05 93.629 5.71356 8. 570E-04 0.133 0.00810 1.735E-04 16.808 1.02571 7.431E-05 58.629 3.57773 3. 966E-05 87.446 5.33625 1.328E-05 94.154 5.74558 7. 671E-04 2.119 0.12930 1.504E-04 22.654 1.38244 7. 093E-05 59.491 3.63032 3. 829E-05 87.784 5.35683 1. 291E-05 94.267 5.75244 5. 195E-04 2.494 0.15216 1. 473E-04 26.027 1.58825 7. 018E-05 59.791 3.64862 3.570E-05 89.133 5.43915 9. 696E-06 94.304 5.75472 5.018E-04 5.641 0.34425 1.303E-04 33.597 2.05017 6.796E-05 69.609 4.24775 3. 419E-05 89.620 5.46888 8.882E-06 96.815 5.90794 3. 398E-04 7.028 0.42886 1. 127E-04 38.431 2.34517 6.567E-05 71.370 4.35523 2.862E-05 90.482 5.52148 6. 686E-06 98.876 6.03371 2. 917E-04 10.213 0.62324 9. 806E-05 44.164 2.69504 5. 449E-05 78.715 4.80343 2. 560E-05 91.643 5.59236 5. 361E-06 99.813 6.09088 2. 586E-04 10.588 0.64610 9.321E-05 44.277 2.70190 5.032E-05 78.865 4.81258 2. 391E-05 91.793 5.60151 4.477E-06 100.000 6.10231 2. 305E-04 10.738 0.65525 9. 028E-05 56.081 3.42223 4. 933E-05 81.675 4.98409 1. 927E-05 93.067 5.67926 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-7 PAGE NO. 21 of 160 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)3)=4)=5)=6)=7)=8)=0.129 0.344 1.586 2.048 3.419 4.244 4.352 K 3 3 3 3 3 3 3 3 I XQSAVE(K, 1 -6.095: 2 -7.1729 3 -7.597: 4 -8.823: 5 -8.9458 6 -9.3126 7 -9.5966 8 -9.6309 9.754E-04 6. 626E-04 5. 299E-04 3. 253E-04 2.352E-04 1.850E-04 1. 526E-04 1. 376E-04 1.267E-04 1.154E-04 1.061E-04 9. 828E-05 9. 160E-05 8. 271E-05 7. 445E-05 6. 744E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -10.45028
-1.08759 93 -11.28996
-1.36624 38 -13.56830
-2.20921 36 -11.35674
-1.17952 37 -12.33076
-1.65607 62 -14.51666
-2.85548 63 -14.61973
-2.91530 92 NUMXQ(K)=
8 0.061 0.183 0.305 0.610 0.915 1.220 1.526 1.831 2.136 2.441 2.746 3.051 3.356 3.661 3.967 4.272 0.5 5.90E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 3. 794E-04 ANNUAL AVERAGE =8.19 K= 3 FIVEXQ(K)=
3.794E-04 FIVEPR (K) = 8.194
[CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO.22 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WSW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A B B B B B B C C C C C C D D D D D D D E E E E E E E E 1.5 2.0 3.0 4.0 5.0 6.0 1.5 2.0 3.0 4.0 5.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 0.11 0.61 1.68 0.73 0.11 0.04 0.23 0.57 1.34 0.54 0.15 0.11 0.08 0.38 0.76 1.57 0.54 0.08 1.38 5.01 7.45 13.11 7.76 3.52 0.76 0.02 4.74 10.05 8.98 10.02 3.71 1.30 0.57 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485, 485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 12.7 12.7 12.7 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 83.6 83.6 83.6 83.6 55.9 42.1 33.8 1.817E-05 1.382E-05 9.244E-06 6. 958E-06 5 .579E-06 4.659E-06 5. 672E-05 4.316E-05 2.886E-05 2. 172E-05 1. 742E-05 1. 455E-05 1.740E-04 1.178E-04 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 2.174E-04 1. 473E-04 1.127E-04 9. 715E-05 8.749E-05 8.063E-05 7. 545E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 503E-04 1. 503E-04 1. 503E-04 1 .746E-05 1. 328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4. 477E-06 5. 032E-05 3. 829E-05 2.560E-05 1.927E-05 1.545E-05 1.291E-05 1. 376E-04 9. 321E-05 7.093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 620E-04 1.774E-04 1. 350E-04 9. 028E-05 6.796E-05 5.44 9E-05 4.551E-05 1.11lE-03 3. 781E-04 2. 560E-04 1. 948E-04 1. 303E-04 9. 806E-05 7. 863E-05 1 .746E-05 1.328E-05 8.882E-06 6. 686E-06 5. 361E-06 4.477E-06 5. 032E-05 3. 829E-05 2.560E-05 1. 927E-05 1. 545E-05 1.291E-05 1. 376E-04 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 174E-04 1.473E-04 1. 127E-04 9. 028E-05 6. 796E-05 5.449E-05 4.551E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1.303E-04 9. 806E-05 7. 863E-05 27.9 12.7 28.2 1.503E-04 6.567E-05 6.567E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M
-MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 23 o f 160fl E F F F F F G G G G G 7.9 0.4 1.0 1.5 2.0 3.0 0.4 1.0 1.5 2.0 3.0 0.23 0.09 4.36 2.87 0.42 0.15 0.08 3.10 0.54 0.11 0.04 485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 12.7 27.9 1.142E-04 4.933E-05 4.933E-05 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 76.9 76.9 76.9 76.9 46.3 79.7 79.7 79.7 79.7 41.3 1. 474E-03 5. 018E-04 3. 398E-04 2.586E-04 2. 871E-04 2.253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 1.965E-03 6. 690E-04 4. 530E-04 3. 447E-04 2. 305E-04 4. 506E-03 1.534E-03 1.039E-03 7. 905E-04 5.286E-04 1.474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 305E-04 2.253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO.24 of 160f USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 1.474E-03 8.570E-04 7.671E-04 5.195E-04 5.092E-04 5.018E-04 3.953E-04 3.398E-04 2.917E-04 0.079 0.00476 2. 586E-04 16.363 0.97890 9.321E-05 63.571 3.80305 4.551E-05 93.387 5.58672 8.882E-06 99.121 5.92974 0.174 0.01042 2. 305E-04 16.516 0.98805 9. 028E-05 76.683 4.58741 3.82 9E-05 93.960 5.62103 6. 686E-06 99.847 5.97319 0.194 0.01160 2. 174E-04 17.892 1.07037 7. 863E-05 77.982 4.66516 3. 570E-05 94.496 5.65304 5. 361E-06 99.962 5.98005 3.290 0.19683 1. 976E-04 27.945 1.67179 7. 093E-05 78.747 4.71090 2.862E-05 94.572 5.65761 4.477E-06 100.000 5.98233 3.825 0.22885 1.504E-04 36.928 2.20918 6. 796E-05 86.506 5.17511 2. 560E-05 95.910 5.73765 3.864 0.23113 1. 473E-04 41.936 2.50875 6. 567E-05 87.080 5.20941 1. 927E-05 96.445 5.76967 8.221 0.49182 1. 376E-04 42.012 2.51332 5. 449E-05 90.597 5.41979 1 .746E-05 96.560 5.77653 8.336 0.49868 1. 303E-04 52.027 3.11245 5. 032E-05 90.826 5.43351 1. 545E-05 96.713 5.78567 11.203 0.67019 1. 127E-04 59.481 3.55837 4. 933E-05 91.055 5.44723 1.328E-05 97.324 5.82226 15.943 0.95375 9. 806E-05 63.189 3.78018 4 .743E-05 92.623 5.54099 1.291E-05 97.439 5.82912 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 25 of 160 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=0.197 0.491 2.506 3.110 4.584 5.171 5.416 K 4 4 4 4 4 4 4 4 I XQSAVE(K,l 1 -6.0953 2 -7.1729 3 -7.5973 4 -8.8233 5 -8.9458 6 -9.3126 7 -9.596 8 -9.8175 1. 118E-03 7. 909E-04 6. 349E-04 4. 386E-04 3. 288E-04 2. 656E-04 2. 238E-04 1. 938E-04 1. 711E-04 1. 532E-04 1. 415E-04 1. 333E-04 1. 238E-04 1. 142E-04 1. 059E-04 9. 864E-05 9. 226E-05 8. 177E-05 7. 086E-05 5. 624E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -10.22146
-1.05722 93 -11.23096
-1.40731 38 -12.67802
-1.96777 36 -11.37733
-1.30378 37 -12.78156
-2.05674 62 -17.54883
-4.88327 63 -25.46684
-9.74554 56 NUMXQ(K)=
8 0.060 0.179 0.299 0.598 0.897 1.196 1.496 1.795 2.094 2.393 2.692 2.991 3.290 3.589 3.889 4.188 4.487 4.786 5.085 5.384 0.5 7.88E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 8.36 4.962E-04 ANNUAL AVERAGE =K= 4 FIVEXQ(K)=
4.962E-04 FIVEPR(K)=
8.358 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB 1 APPENDIX BB-7 I PAGE NO. 26 o f 160fl USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE W SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=I459.SQ.METERS A A A A B B B B B C C C C C C D D D D D D D D E E E E E E E E 2.0 3.0 4.0 5.0 1.5 2.0 3.0 4.0 5.0 1.0 1.5 2.0 3.0 4.0 5.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 0.91 1.96 0.87 0.35 0.26 0.87 1.26 0.65 0.17 0.04 0.43 1.04 2.13 0.70 0.17 1.00 5.57 7.13 8.57 4.61 1.13 0.13 0.04 0.03 6.09 12.39 8.74 7.61 2.43 0.57 0.09 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 83.6 83. 6 83.6 83.6 55.9 42.1 33.8 28.2 1.382E-05 9. 244E-06 6.958E-06 5.579E-06 5. 672E-05 4. 316E-05 2. 886E-05 2. 172E-05 1.742E-05 1.740E-04 1.178E-04 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 2.174E-04 1. 473E-04 1.127E-04 9.715E-05 8. 749E-05 8. 063E-05 7. 545E-05 5. 674E-05 8.570E-04 2. 917E-04 1. 976E-04 1.504E-04 1.503E-04 1. 503E-04 1.503E-04 1. 503E-04 1. 328E-05 8. 882E-06 6. 686E-06 5. 361E-06 5.032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1.545E-05 1. 376E-04 9. 321E-05 7.093E-05 4.743E-05 3. 570E-05 2.862E-05 2. 620E-04 1. 774E-04 1. 350E-04 9.028E-05 6.796E-05 5. 449E-05 4. 551E-05 3. 419E-05 1.11lE-03 3. 781E-04 2. 560E-04 1. 948E-04 1.303E-04 9. 806E-05 7.863E-05 6. 567E-05 1. 328E-05 8.882E-06 6. 686E-06 5.361E-06 5. 032E-05 3. 829E-05 2.560E-05 1. 927E-05 1. 545E-05 1. 376E-04 9. 321E-05 7 .093E-05 4.743E-05 3. 570E-05 2.862E-05 2.174E-04 1.473E-04 1.127E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3.419E-05 8.570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 9.806E-05 7. 863E-05 6.567E-05 F 0.4 0.14 485.0. 0. 19.2 8.0 76.9 1.474E-03 1.965E-03 1.474E-03
[CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-7 PAGE NO. 27 o f 160-1 F F F F G G G G 1.0 1.5 2.0 3.0 0.4 1.0 1.5 2.0 6.22 6.26 1.22 0.26 0.10 3.96 2.83 1.09 485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 76.9 76.9 76.9 46.3 79.7 79.7 79.7 79.7 5. 018E-04 3. 398E-04 2. 586E-04 2. 871E-04 2.253E-03 7. 671E-04 5. 195E-04 3. 953E-04 6. 690E-04 4.530E-04 3. 447E-04 2. 305E-04 4. 506E-03 1.534E-03 1.039E-03 7. 905E-04 5. 018E-04 3.398E-04 2. 586E-04 2. 305E-04 2.253E-03 7. 671E-04 5.195E-04 3. 953E-04 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-7 PAGE NO. 28 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
W SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 0.102 0.00534 2. 305E-04 28.175 1.48189 9. 028E-05 82.087 4.31747 3.570E-05 93.609 4.92346 1.474E-03 0.237 0.01245 2. 174E-04 29.175 1.53448 7. 863E-05 82.652 4.34720 3. 419E-05 93.652 4.92575 8. 570E-04 0.262 0.01379 1. 976E-04 41.566 2.18621 7.093E-05 83.696 4.40208 2. 862E-05 93.826 4.93489 7. 671E-04 4.219 0.22188 1.504E-04 50.305 2.64585 6.796E-05 88.304 4.64447 2.560E-05 95.087 5.00121 5.195E-04 7.045 0.37052 1.473E-04 55.870 2.93855 6. 567E-05 88.391 4.64905 1.927E-05 95.739 5.03551 5.018E-04 13.262 0.69753 1.376E-04 55.914 2.94084 5.449E-05 89.522 4.70850 1 .545E-05 95.913 5.04466 3.953E-04 14.349 0.75470 1. 303E-04 63.522 3.34102 5.032E-05 89.783 4.72222 1.328E-05 96.826 5.09268 3. 398E-04 20.610 1.08399 1.127E-04 70.653 3.71605 4. 743E-05 91.913 4.83427 8. 882E-06 98.783 5.19558 OR EXCEEDED.2.917E-04 26.697 1.40414 9.806E-05 73.087 3.84411 4.551E-05 92.044 4.84114 6.686E-06 99.652 5.24132 2 .586E-04 27.914 1.46817 9. 321E-05 73.522 3.86698 3.82 9E-05 92.913 4.88687 5.361E-06 100.000 5.25961 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
SLOPE LT -1.0 FOR LOW PERCENTAGES.
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 2)=XSAVE( 3) =XSAVE( 4)=0.222 0.697 1.403 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO.29 of 160 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE 5): 6) =7)=8): 9)=2.184 3.338 3.713 4.314 4.641 K I XQSAVE(K,I) 5 1 -6.09537 5 2 -7.17293 5 3 -7.59738 5 4 -8.13962 5 5 -8.52936 5 6 -8.94587 5 7 -9.09063 5 8 -9.31262 5 9 -9.59663 1.205E-03 8.579E-04 7.225E-04 5.598E-04 4.576E-04 3.671E-04 3.076E-04 2.639E-04 2.306E-04 2.046E-04 1.832E-04 1.654E-04 1.506E-04 1.380E-04 1.263E-04 1.142E-04 1.033E-04 9.383E-05 7.887E-05 5.707E-04 ANNUAL AVERAGE = 8 XQINT(K,I)
XQSLOP (K, I)-10.15304
-1.04727-10.29679
-1.09778-12.67897
-2.06656-12.91134
-2.17235-13.09867
-2.26522-14.44510
-2.99965-14.77800
-3.18615-23.37688
-8.19903 NUMXQ(K)=
9 0.053 0.158 0.263 0.526 0.789 1.052 1.315 1.578 1.841 2.104 2.367 2.630 2.893 3.156 3.419 3.682 3.945 4.208 4.471 0.5.80E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 9.51 K= 5 FIVEXQ(K)=
5.707E-04 FIVEPR(K)=
: 9. 506 I CALULTIO.
N. .... ....W...44MI MNO E. O B PENI 3-7I PGEO3 o 6 I I CALCULATION NO. BYR04-050, BRW-04-0044-M 1 MINOR REV. NO. I B 1 APPENDIX BB-7 I PAGE NO. 3 0 of 160 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), ii ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WNW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A B B B B B C C C C C D D D D D D D D 1.5 2.0 3.0 4.0 5.0 6.0 1.5 2.0 3.0 4.0 5.0 1.5 2.0 3.0 4.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 0.05 0.29 1.37 0.69 0.34 0.15 0.05 0.59 1.33 0.49 0.05 0.29 0.88 1.72 0.49 0.20 0.34 2.11 4.57 8.15 4.37 2.80 1.57 0.34 0.01 1.67 7.81 9.43 13.21 4.32 2.46 1.23 0.15 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 83.6 83.6 83.6 83.6 55.9 42.1 33.8 28.2 27.9 1. 817E-05 1. 382E-05 9. 244E-06 6. 958E-06 5. 579E-06 4. 659E-06 5. 672E-05 4. 316E-05 2 .886E-05 2. 172E-05 1.742E-05 1.178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 022E-05 2.174E-04 1. 473E-04 1. 127E-04 9.715E-05 8.74 9E-05 8. 063E-05 7. 545E-05 5. 674E-05 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 142E-04 1.746E-05 1.328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4. 477E-06 5. 032E-05 3. 829E-05 2.560E-05 1. 927E-05 1.545E-05 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2.391E-05 2. 620E-04 1.774E-04 1.350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3. 419E-05 1.111E-03 3.781E-04 2.560E-04 1. 948E-04 1. 303E-04 9. 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 1 .746E-05 1.328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4.477E-06 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 9. 321E-05 7. 093E-05 4.743E-05 3. 570E-05 2.391E-05 2. 174E-04 1. 473E-04 1. 127E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3.419E-05 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 9. 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 E E E E E E E E E I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 31 of 160-1 F F F F F F G G G G G 0.4 1.0 1.5 2.0 3.0 4.0 0.4 1.0 1.5 2.0 3.0 0.06 2.95 7.22 7.37 2.41 0.05 0.06 2.26 2.36 1.47 0.29 485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 76.9 76.9 76.9 76.9 46.3 32.4 79.7 79.7 79.7 79.7 41.3 1. 474E-03 5. 018E-04 3. 398E-04 2 .586E-04 2.871E-04 3. 093E-04 2. 253E-03 7. 671E-04 5.195E-04 3. 953E-04 5.092E-04 1.965E-03 6. 690E-04 4.530E-04 3. 447E-04 2. 305E-04 1.735E-04 4. 506E-03 1.534E-03 1. 039E-03 7. 905E-04 5.286E-04 1.474E-03 5.018E-04 3.398E-04 2 .586E-04 2. 305E-04 1.735E-04 2. 253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5. 092E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M i MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 32 of 1601 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 0.058 0.00270 2. 586E-04 25,710 1.19741 9.321E-05 70,245 3.27150 4.551E-05 93.617 4.36000 8.882E-06 98.822 4.60239 1.474E-03 0.122 0.00568 2. 305E-04 28.116 1.30946 9.028E-05 78.396 3.65110 3. 829E-05 94.206 4.38744 6. 686E-06 99.509 4.63441 8.570E-04 0.129 0.00601 2.174E-04 28.460 1.32547 7. 863E-05 80.851 3.76544 3. 570E-05 94.697 4.41031 5. 361E-06 99.853 4.65042 7. 671E-04 2.388 0.11120 1. 976E-04 36.267 1.68906 7. 093E-05 81.734 3.80660 3. 419E-05 95.041 4.42631 4.477E-06 100.000 4.65728 5. 195E-04 4.744 0.22096 1 .735E-04 36.316 1.69135 6.796E-05 86.104 4.01012 2. 560E-05 96.367 4.48806 5. 092E-04 5.039 0.23468 1.504E-04 45.744 2.13041 6. 567E-05 87.332 4.06729 2. 391E-05 96.563 4.49720 5. 018E-04 7.985 0.37189 1.473E-04 47.855 2.22874 5 .449E-05 90.131 4.19764 1. 927E-05 97.054 4.52007 3. 953E-04 9.458 0.44049 1. 303E-04 61.063 2.84388 5. 032E-05 90.180 4.19992 1. 746E-05 97.103 4.52236 OR EXCEEDED.3.398E-04 16.676 0.77665 1.127E-04 65.629 3.05654 4.933E-05 90.327 4.20678 1.545E-05 97.152 4.52464 2. 917E-04 18.345 0.85440 9.806E-05 69.950 3.25778 4.743E-05 92.046 4.28682 1.328E-05 97.447 4.53836 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. 1B [ APPENDIX BB-7 I PAGE NO. 33 of 160 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)&#xfd;3)4)=5)6)7)8)=9)=0.111 0.371 0.776 1.196 2.841 3.648 4.064 4.356 K 6 6 6 6 6 6 6 6 6 I XQSAVE(K, 1 -6.095 2 -7.172 3 -7.597 4 -7.987 5 -8.260 6 -8.945 7 -9.312 8 -9.630 9 -9.997 1.012E-03 7.104E-04 5. 949E-04 4. 469E-04 3. 601E-04 3. 035E-04 2. 633E-04 2. 302E-04 2. 045E-04 1. 842E-04 1. 676E-04 1. 539E-04 1. 422E-04 1. 322E-04 1. 190E-04 1. 068E-04 9. 645E-05 8.508E-05 7. 116E-05 5. 606E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -10.54085
-1.10103 93 -10.57265
-1.11143 38 -11.65968
-1.51750 12 -12.07465
-1.68897 29 -12.63744
-1.93816 87 -15.20629
-3.28687 62 -20.77899
-6.39474 92 -29.25344
-11.25585 67 NUMXQ(K)=
9 0.047 0.140 0.233 0.466 0.699 0.931 1.164 1.397 1.630 1.863 2.096 2.329 2.562 2.794 3.027 3.260 3.493 3.726 3. 959 4.192 0.5 6.28E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 4. 306E-04 ANNUAL AVERAGE =10.74 K= 6 FIVEXQ(K)=
4.306E-04 FIVEPR (K) =i0. 736 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 34 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)-MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A B B B B B B C C C C C C C C D D D D D D D D E E E E 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 2.0 0.14 0.64 1.47 0.87 0.28 0.09 0.32 0.05 0.46 1.47 0.55 0.32 0.23 0.05 0.23 0.60 1.79 0.73 0.41 0.23 0.23 0.18 1.10 3.03 8.72 6.06 4.45 3.72 1.79 0.00 0.96 2.75 5.74 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97. 4 97.4 97. 4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 83.6 83.6 83.6 83.6 1. 817E-05 1.382E-05 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3.500E-06 5. 672E-05 4. 316E-05 2. 886E-05 2. 172E-05 1.742E-05 1. 093E-05 1. 740E-04 1. 178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3. 022E-05 2.270E-05 2. 174E-04 1. 473E-04 1. 127E-04 9. 715E-05 8. 749E-05 8.0 63E-05 7. 545E-05 5. 674E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 746E-05 1.328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4.477E-06 3. 363E-06 5.032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1.545E-05 9. 696E-06 1. 376E-04 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1.796E-05 2. 620E-04 1.774E-04 1.350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3. 419E-05 1. 1lIE-03 3. 781E-04 2. 560E-04 1.948E-04 1 .746E-05 1 .328E-05 8. 882E-06 6. 686E-06 5.361E-06 4.477E-06 3 .363E-06 5. 032E-05 3. 829E-05 2.560E-05 1. 927E-05 1. 545E-05 9. 696E-06 1 .376E-04 9.321E-05 7 .093E-05 4.743E-05 3.570E-05 2.862E-05 2.391E-05 1 .796E-05 2. 174E-04 1. 473E-,04 1. 127E-04 9.028E-05 6.796E-05 5.449E-05 4.551E-05 3.419E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 I CALCULATION NO. BYR04-050.
BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGENO. 35 of 160 1 E E E E E E F F F F F F F G G G G G 3.0 4.0 5.0 5.9 7.9 9.8 0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 16.30 11.66 4.59 1.70 1.61 0.09 0.03 1.47 3.12 3.53 3.26 0.23 0.05 0.03 1.24 0.69 0.50 0.23 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 55.9 42.1 33.8 28.2 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 24.5 79.7 79.7 79.7 79.7 41.3 1 503E-04 1 503E-04 1. 503E-04 1. 503E-04 1. 142E-04 9. 182E-05 1. 474E-03 5. 018E-04 3.3 98E-04 2 586E-04 2. 871E-04 3 .093E-04 3. 277E-04 2. 253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5. 092E-04 1.303E-04 9. 806E-05 7. 863E-05 6.567E-05 4. 933E-05 3. 966E-05 1. 965E-03 6.690E-04 4. 530E-04 3.447E-04 2.305E-04 1.735E-04 1.391E-04 4.506E-03 1.534E-03 1.039E-03 7. 905E-04 5.286E-04 1. 303E-04 9.806E-05 7. 863E-05 6.567E-05 4. 933E-05 3.966E-05 1.474E-03 5. 018E-04 3.398E-04 2. 586E-04 2.305E-04 1. 735E-04 1. 391E-04 2. 253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5. 092E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 36 of 160 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.OR EXCEEDED.2.253E-03 0.032 0.00159 2. 586E-04 11.819 0.58879 1.127E-04 44.503 2.21696 4. 933E-05 84.163 4.19272 1. 927E-05 95.410 4.75298 1.474E-03 0.064 0.00318 2. 305E-04 15.078 0.75115 9. 806E-05 56.162 2.79780 4. 743E-05 85.954 4.28190 1. 796E-05 95.639 4.76441 8. 570E-04 0.068 0.00338 2.174E-04 15.262 0.76029 9. 321E-05 56.392 2.80923 4.551E-05 89.672 4.46713 1. 746E-05 95.777 4.77127 7.671E-04 1.307 0.06512 1. 976E-04 18.016 0.89750 9. 028E-05 65.113 3.24371 3. 966E-05 89.764 4.47170 1. 545E-05 96.098 4.78728 5.195E-04 1.996 0.09942 1.735E-04 18.246 0.90893 7. 863E-05 69.704 3.47239 3. 829E-05 90.223 4.49457 1. 328E-05 96.741 4.81929 5. 092E-04 2.225 0.11085 1.504E-04 23.984 1.19478 7. 093E-05 70.300 3.50212 3. 570E-05 90.957 4.53116 9. 696E-06 96.970 4.83073 5. 018E-04 3.694 0.18403 1. 473E-04 25.085 1.24966 6. 796E-05 76.360 3.80397 3. 419E-05 92.747 4.62034 8. 882E-06 98.439 4.90390 3. 953E-04 4.199 0.20918 1. 391E-04 25.131 1.25195 6. 567E-05 78.058 3.88858 2. 862E-05 93.160 4.64092 6. 686E-06 99.311 4.94735 3.398E-04 7.321 0.36468 1 .376E-04 25.177 1.25423 5. 449E-05 82.511 4.11040 2. 560E-05 94.629 4.71410 5. 361E-06 99.587 4.96107 2. 917E-04 8.285 0.41271 1. 303E-04 41.473 2.06603 5. 032E-05 82.557 4.11268 2 .391E-05 94.859 4.72553 4 .477E-06 99.679 4.96564 3.363E-06 100.000 4.98165 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO.37 of 160f PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)4)=5)=6)=7)8)0.065 0.184 0.750 2.064 3.241 3.885 4.464 K I XQSAVE(K,I) 7 1 -6.09537 7 2 -7.17293 7 3 -7.59738 7 4 -8.37525 7 5 -8.94587 7 6 -9.31262 7 7 -9.63092 7 8 -9.99767 8.366E-04 5.480E-04 4.283E-04 2.928E-04 2.312E-04 1.981E-04 1.750E-04 1.577E-04 1.442E-04 1.331E-04 1.221E-04 1.123E-04 1.039E-04 9.668E-05 9.041E-05 7.961E-05 7.050E-05 6.158E-05 5.248E-05 2.922E-04 ANNUAL AVERAGE = 4 XQINT(K,I)
XQSLOP(K,I)
-10.83923
-1.14012-11.56089
-1.36454-12.38026
-1.64663-11.92020
-1.45748-12.79981
-1.88850-16.44752
-3.86394-19.59900
-5.65033 NUMXQ(K)=
8 0.050 0.149 0.249 0.498 0.747 0.996 1.245 1.494 1.744 1. 993 2.242 2.491 2.740 2. 989 3.238 3.487 3.736 3.985 4.234 0.5.50E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 10.04 K= 7 FIVEXQ(K)=
2.922E-04 FIVEPR(K)=10.037 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 38 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), ii ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER STABILITY CLASS A A A A A A A A A B B B B B B B B B C C C C C C C C C D D D D D D D VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNW SECTOR.WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z METERS METERS 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 0.07 0.25 1.79 1.33 0.35 0.25 0.42 0.11 0.04 0.11 0.39 1.02 0.67 0.53 0.28 0.39 0.04 0.04 0.07 0.49 1.44 1.23 0.46 0.67 0.49 0.04 0.04 0.14 0.67 1.89 7.12 7.61 5.16 4.67 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97. 4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 117.1 117.1 117.1 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 MEANDER-SY METERS 97.4 97.4 97.4 97.4 97.4 97. 4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55. 6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 1.817E-05 1.382E-05 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3.500E-06 2.814E-06 1. 146E-06 5. 672E-05 4. 316E-05 2. 886E-05 2. 172E-05 1. 742E-05 1 .455E-05 1.093E-05 8. 786E-06 3. 578E-06 1. 178E-04 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 3.022E-05 2.270E-05 1.825E-05 7. 433E-06 2.174E-04 1. 473E-04 1.127E-04 9.715E-05 8. 749E-05 8. 063E-05 7. 545E-05 1.746E-05 1.328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4. 477E-06 3.363E-06 2.704E-06 1. 101E-06 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1.545E-05 1.291E-05 9. 696E-06 7 .796E-06 3. 175E-06 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1.796E-05 1.444E-05 5. 881E-06 2. 620E-04 1.774E-04 1. 350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4. 551E-05 1 .746E-05 1.328E-05 8. 882E-06 6. 686E-06 5.361E-06 4.477E-06 3. 363E-06 2. 704E-06 1. 101E-06 5.032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1.545E-05 1 .291E-05 9. 696E-06 7. 796E-06 3 .175E-06 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1. 796E-05 1. 444E-05 5. 881E-06 2.174E-04 1. 473E-04 1. 127E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-7 PAGE NO. 39 of 160 1 D D D E E E E E E E E E E E F F F F F F F G G G G G G 8.0 9.9 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 3.75 0.63 0.11 0.00 0.46 1.33 3.68 14.80 11.12 7.82 4.77 2.70 0.18 0.35 0.02 0.81 1.26 1.54 2.53 0.95 0.04 0.02 0.63 0.14 0.04 0.11 0.04 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.39.2 18.0 39.2 18.0 39.2 18.0 0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 4.0 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 39.2 39.2 39.2 83.6 83.6 83.6 83.6 55.9 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 24.5 79.7 79.7 79.7 79.7 41.3 5. 674E-05 4.562E-05 1. 858E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 142E-04 9. 182E-05 3. 740E-05 1.474E-03 5.018E-04 3. 398E-04 2. 586E-04 2. 871E-04 3. 093E-04 3.277E-04 2 .253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5. 092E-04 3. 419E-05 2.749E-05 1. 119E-05 1. 1lIE-03 3. 781E-04 2. 560E-04 1. 948E-04 1. 303E-04 9. 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1.615E-05 1. 965E-03 6. 690E-04 4.530E-04 3. 447E-04 2. 305E-04 1.735E-04 1.391E-04 4. 506E-03 1.534E-03 1. 039E-03 7.905E-04 5.286E-04 3. 419E-05 2. 749E-05 1. 119E-05 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 9. 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1.474E-03 5.018E-04 3.398E-04 2. 586E-04 2. 305E-04 1. 735E-04 1. 391E-04 2. 253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 13.3 5.1 26.0 6.091E-04 3.979E-04 3.979E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO.40 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 0.016 0.00106 2. 917E-04 3.508 0.22871 1.127E-04 31.077 2.02611 4. 933E-05 78.043 5.08808 2.391E-05 92.459 6.02794 9. 696E-06 95.616 6.23374 1.101E-06 100.000 6.51959 1.474E-03 8.570E-04 0.034 0.036 0.00220 0.00232 2.586E-04 2.305E-04 5.051 7.577 0.32933 0.49398 9.806E-05 9.321E-05 42.196 42.266 2.75101 2.75558 4.743E-05 4.551E-05 79.481 84.146 5.18183 5.48597 1.927E-05 1.796E-05 93.125 93.616 6.07138 6.10340 8.882E-06 7.796E-06 97.404 97.439 6.35037 6.35265 7. 671E-04 0.667 0.04349 2.174E-04 7.717 0.50312 9. 028E-05 49.386 3.21980 3. 966E-05 84.321 5.49741 1.746E-05 93.686 6.10797 6. 686E-06 98.772 6.43955 5.195E-04 0.807 0.05263 1. 976E-04 9.050 0.59002 7.863E-05 57.208 3.72974 3. 829E-05 84.707 5.52256 1. 615E-05 94.037 6.13084 5. 881E-06 98.807 6.44184 5. 092E-04 0.913 0.05949 1.735E-04 9.997 0.65176 7. 093E-05 57.699 3.76176 3.570E-05 85.935 5.60260 1.545E-05 94.563 6.16514 5. 361E-06 99.158 6.46471 5. 018E-04 1.719 0.11209 1.504E-04 13.680 0.89187 6. 796E-05 65.311 4.25798 3. 419E-05 89.688 5.84728 1.444E-05 94.598 6.16743 4.477E-06 99.404 6.48071 3. 979E-04 1.754 0.11438 1. 473E-04 14.346 0.93532 6. 567E-05 70.081 4.56898 2. 862E-05 90.144 5.87701 1.328E-05 94.844 6.18343 3. 363E-06 99.825 6.50815 3. 953E-04 1.789 0.11666 1.391E-04 14.381 0.93761 5. 449E-05 75.237 4.90514 2. 749E-05 90.775 5.91817 1.291E-05 95.125 6.20173 3. 175E-06 99.860 6.51044 3. 398E-04 3.052 0.19899 1. 303E-04 29.183 1.90262 5. 032E-05 75.342 4.91200 2. 560E-05 91.792 5.98449 1.119E-05 95.230 6.20859 2.704E-06 99.965 6.51730 I CALCULATION NO. BYR04-050, BRW-04-0044-M
_ MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 41 of 160 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=9)=0.043 0.112 0.493 1.901 3.217 4.565 5.482 5.843 K I XQSAVE(K,I) 8 1 -6.09537 8 2 -7.17293 8 3 -7.59738 8 4 -8.37525 8 5 -8.94587 8 6 -9.31262 8 7 -9.63092 8 8 -9.99767 8 9 -10.28369 6.422E-04 3.795E-04 2.899E-04 2.065E-04 1.748E-04 1.544E-04 1.398E-04 1.279E-04 1.152E-04 1.050E-04 9.655E-05 8.930E-05 8.204E-05 7.582E-05 7.044E-05 6.574E-05 5.741E-05 5.043E-05 4.350E-05 XQINT(K,I)
XQSLOP(K,I)
-11.06175
-1.16788-12.34358
-1.55283-12.59159
-1.63398-11.28701
-1.12841-12.32935
-1.63081-12.96288
-1.97328-16.60936
-4.13283-24.41187
-9.01002 NUMXQ(K)=
9 0.065 0.196 0.326 0.652 0.978 1.304 1.630 1.956 2.282 2.608 2.934 3.260 3.586 3.912 4.238 4.564 4.890 5.216 5.542 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70. 000 75.000 80.000 85.000 2. 294E-04 7.67 ANNUAL AVERAGE = 4.28E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I K= 8 FIVEXQ(K)=
2.294E-04 FIVEPR(K)=
7.669 APPENDIX BB-7 I PAGENO. 42 of 160 I I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO.43 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE N SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A A A B B B B B B B B B C C C C C C C C D D D D D D D D D 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.24 1.61 1.12 1.08 0.73 0.63 0.21 0.10 0.14 0.17 0.73 0.66 0.70 0.77 0.31 0.21 0.03 0.14 0.45 0.70 0.94 0.94 0.59 0.63 0.07 0.10 0.42 1.22 4.02 4.48 5.42 5.00 7.17 2.10 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 117.1 117.1 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 1. 382E-05 9. 244E-06 6. 958E-06 5. 579E-06 4 659E-06 3 .500E-06 2 .814E-06 1. 146E-06 5. 672E-05 4 316E-05 2. 886E-05 2 172E-05 1. 742E-05 1. 455E-05 1. 093E-05 8 .786E-06 3. 578E-06 1. 178E-04 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 3. 022E-05 2.270E-05 1.825E-05 2.174E-04 1.473E-04 1.127E-04 9.715E-05 8.749E-05 8. 063E-05 7. 545E-05 5. 674E-05 4. 562E-05 1.328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4.477E-06 3. 363E-06 2. 704E-06 1.101E-06 5.032E-05 3. 829E-05 2.560E-05 1.927E-05 1.545E-05 1.291E-05 9. 696E-06 7. 796E-06 3. 175E-06 9.321E-05 7.093E-05 4.743E-05 3.570E-05 2. 862E-05 2.391E-05 1.796E-05 1.444E-05 2. 620E-04 1.774E-04 1.350E-04 9.028E-05 6.796E-05 5. 449E-05 4.551E-05 3.419E-05 2.749E-05 1.328E-05 8. 882E-06 6. 686E-06 5. 361E-06 4.477E-06 3. 363E-06 2. 704E-06 1. 101E-06 5.032E-05 3.829E-05 2.560E-05 1.927E-05 1.545E-05 1.291E-05 9. 696E-06 7. 796E-06 3. 175E-06 9.321E-05 7.093E-05 4.743E-05 3.570E-05 2.862E-05 2.391E-05 1.796E-05 1.444E-05 2.174E-04 1. 473E-04 1. 127E-04 9.028E-05 6.796E-05 5. 449E-05 4.551E-05 3.419E-05 2 .749E-05 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO. 44 of 160-1 D E E E E E E E E E E E F F F F F F F G G G G G G 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.45 0.00 0.35 0.66 1.92 8.15 11.15 10.84 7.55 6.47 2.83 0.42 0.01 0.59 0.56 0.73 1.50 0.59 0.24 0.01 0.45 0.31 0.14 0.07 0.07 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.39.2 18.0 39.2 1.858E-05 1.119E-05 1.119E-05 0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 4.0 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 5.1 83.6 83.6 83.6 83.6 55.9 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 24.5 79.7 79.7 79.7 79.7 41.3 26.0 8.570E-04 2.917E-04 1. 976E-04 1.504E-04 1.503E-04 1. 503E-04 1. 503E-04 1. 503E-04 1.142E-04 9. 182E-05 3.740E-05 1. 474E-03 5. 018E-04 3.398E-04 2 .586E-04 2. 871E-04 3.093E-04 3. 277E-04 2.253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5. 092E-04 6. 091E-04 1. 111E-03 3. 781E-04 2. 560E-04 1. 948E-04 1.303E-04 9. 806E-05 7.863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1.965E-03 6. 690E-04 4. 530E-04 3. 447E-04 2. 305E-04 1.735E-04 1.391E-04 4.506E-03 1.534E-03 1.039E-03 7.905E-04 5.286E-04 3. 979E-04 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 9. 806E-05 7. 863E-05 6.567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1 .474E-03 5 .018E-04 3.398E-04 2. 586E-04 2. 305E-04 1. 735E-04 1. 391E-04 2.253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 3.979E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGENO.45 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), ii ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
N SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 1.474E-03 0.012 0.025 0.00076 0.00161 2.917E-04 2.586E-04 2.579 3.313 0.16864 0.21666 1.127E-04 9.806E-05 18.140 29.294 1.18625 1.91572 4.933E-05 4.743E-05 68.808 69.508 4.49976 4.54550 2.391E-05 1.927E-05 89.999 90.664 5.88554 5.92898 8.882E-06 7.796E-06 95.874 96.084 6.26971 6.28343 X/Q PERCENTILES 8.570E-04 0.026 0.00170 2.305E-04 4.817 0.31499 9. 321E-05 29.434 1.92487 4.551E-05 74.508 4.87250 1.796E-05 91.293 5.97015 6. 686E-06 97.203 6.35661 7. 671E-04 0.481 0.03143 2. 174E-04 4.922 0.32185 9. 028E-05 33.456 2.18785 3. 966E-05 77.341 5.05773 1. 615E-05 91.713 5.99759 5. 361E-06 98.287 6.42750 5.195E-04 0.795 0.05201 1. 976E-04 5.586 0.36530 7. 863E-05 44.296 2.89674 3.829E-05 77.515 5.06916 1.545E-05 92.412 6.04332 4. 477E-06 99.021 6.47552 5 .092E-04 0.865 0.05659 1.735E-04 6.180 0.40417 7. 093E-05 44.750 2.92647 3. 570E-05 78.460 5.13091 1.444E-05 92.482 6.04790 3. 363E-06 99.650 6.51668 5. 018E-04 1.460 0.09546 1.504E-04 8.104 0.52995 6.796E-05 49.226 3.21917 3. 419E-05 85.628 5.59969 1. 328E-05 92.727 6.06390 3.175E-06 99.685 6.51897 3. 979E-04 1.530 0.10003 1. 473E-04 8.523 0.55739 6. 567E-05 56.779 3.71311 2. 862E-05 86.572 5.66143 1.291E-05 93.496 6.11421 2. 704E-06 99.895 6.53269 OR EXCEEDED.3.953E-04 1.670 0.10918 1.391E-04 8.768 0.57339 5.449E-05 62.199 4.06756 2.749E-05 88.670 5.79864 1.119E-05 93.951 6.14394 1.101E-06 100.000 6.53955 3. 398E-04 2.229 0.14577 1.303E-04 16.916 1.10621 5. 032E-05 62.339 4.07671 2. 560E-05 89.405 5.84666 9. 696E-06 94.265 6.16452 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB T APPENDIX BB-7 PAGE NO. 46 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)4)=5)=6)=7)=8)=9) =0.031 0.095 0.315 1.105 2.894 3.710 4.869 5.596 K 9 9 9 9 9 9 9 9 9 I XQSAVE(K, 1 -6.095 2 -7.172 3 -7.597: 4 -8.375 5 -8.9458 6 -9.4508 7 -9.630 8 9 -10.283 5. 821E-04 3. 170E-04 2. 269E-04 1. 671E-04 1.381E-04 1. 199E-04 1.070E-04 9. 731E-05 8. 958E-05 8. 325E-05 7. 775E-05 7. 208E-05 6. 723E-05 6. 105E-05 5. 484E-05 4. 959E-05 4 490E-05 3. 936E-05 3. 471E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -11.24127
-1.18987 93 -11.78222
-1.34808 38 -14.08581
-2.09015 25 -11.89082
-1.28675 87 -11.89352
-1.28793 81 -12.52216
-1.61939 92 -14.75899
-2.87223 67 -16.96269
-4.20160 69 NUMXQ(K)=
9 0.065 0.196 0.327 0.654 0. 981 1.308 1.635 1.962 2.289 2.616 2.943 3.270 3.597 3. 924 4.251 4.578 4. 905 5.232 5.559 0.5 3.43E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 7.65 1. 886E-04 ANNUAL AVERAGE =K= 9 FIVEXQ(K)=
1.886E-04 FIVEPR(K)=
7.646 LCALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 PAGE NO. 47 of 1601 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA1459.SQ.METERS 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.09 0.24 0.71 0.92 1.83 0.80 0.95 0.06 0.21 0.12 0.62 0.80 0.83 0.59 0.50 0.06 0.06 0.06 0.32 0.68 1.03 0.92 0.86 1.03 0.30 0.18 0.03 0.35 1.18 2.87 4.43 5.29 5.29 7.47 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 117.1 117.1 117.1 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 1.817E-05 1. 382E-05 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3.500E-06 2.814E-06 1. 146E-06 4 316E-05 2 886E-05 2. 172E-05 1. 742E-05 1. 455E-05 1. 093E-05 8. 786E-06 3. 578E-06 1. 178E-04 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 3.022E-05 2.270E-05 1.825E-05 7. 433E-06 2.174E-04 1. 473E-04 1.127E-04 9.715E-05 8.749E-05 8. 063E-05 7.545E-05 5. 674E-05 1.746E-05 1.328E-05 8. 882E-06 6. 686E-06 5.361E-06 4.477E-06 3. 363E-06 2.704E-06 1. 01E-06 3.829E-05 2.560E-05 1.927E-05 1.545E-05 1.291E-05 9. 696E-06 7.796E-06 3. 175E-06 9.321E-05 7.093E-05 4.743E-05 3.570E-05 2.862E-05 2.391E-05 1.796E-05 1.444E-05 5. 881E-06 2.620E-04 1.774E-04 1. 350E-04 9.028E-05 6.796E-05 5. 44 9E-05 4.551E-05 3.419E-05 1.746E-05 1.328E-05 8.882E-06 6. 686E-06 5. 361E-06 4.477E-06 3. 363E-06 2.704E-06 1. 101E-06 3 .829E-05 2 .560E-05 1 .927E-05 1 .545E-05 1.291E-05 9. 696E-06 7 .796E-06 3.175E-06 9.321E-05 7.093E-05 4.743E-05 3. 570E-05 2.862E-05 2.391E-05 1.796E-05 1.444E-05 5. 881E-06 2.174E-04 1. 473E-04 1. 127E-04 9.028E-05 6.796E-05 5. 44 9E-05 4.551E-05 3.419E-05 D D D D D D D D 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 48 of 160 D D E E E E E E E E E E E F F F F F F F F F G G G G G G G 9.9 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 0.4 1.0 1.5 2.0 3.0 4.0 5.0 3.28 0.47 0.00 0.38 0.50 0.95 5.52 10.34 11.46 7.80 6.97 1.30 0.30 0.01 0.56 0.74 0.80 1.83 2.16 1.39 0.30 0.03 0.01 0.35 0.27 0.24 0.18 0.12 0.09 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.39.2 18.0 39.2 39.2 18.0 39.2 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 5.1 5.1 83.6 83.6 83.6 83.6 55.9 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 24.5 19.5 19.2 79.7 79.7 79.7 79.7 41.3 26.0 18.1 8 .570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 142E-04 9. 182E-05 3. 740E-05 1 .474E-03 5.018E-04 3. 398E-04 2.586E-04 2. 871E-04 3.093E-04 3.277E-04 3. 436E-04 2. 619E-04 2.253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 6.091E-04 7.002E-04 1. 111E-03 3. 781E-04 2. 560E-04 1. 948E-04 1. 303E-04 9.806E-05 7. 863E-05 6.567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1. 965E-03 6. 690E-04 4. 530E-04 3. 447E-04 2. 305E-04 1. 735E-04 1. 391E-04 1 .162E-04 8 .729E-05 4. 506E-03 1. 534E-03 1. 039E-03 7. 905E-04 5.286E-04 3. 979E-04 3. 190E-04 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 9.806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1. 474E-03 5.018E-04 3.398E-04 2. 586E-04 2. 305E-04 1. 735E-04 1. 391E-04 1.162E-04 8 .729E-05 2 .253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 3. 979E-04 3. 190E-04 4.562E-05 2.749E-05 2.749E-05 1.858E-05 1.119E-05 1.119E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 11B APPENDIX I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.BB-7 I PAGE NO. 49 of 160 2.253E-03 1.474E-03 8.570E-04 7.671E-04 0.009 0.021 0.023 0.377 0.00070 0.00165 0.00177 0.02921 3.190E-04 2.917E-04 2.586E-04 2.305E-04 2.564 2.948 3.745 5.577 0.19843 0.22816 0.28990 0.43168 1.303E-04 1.162E-04 1.127E-04 9.806E-05 16.479 16.774 17.956 28.297 1.27550 1.29837 1.38984 2.19020 6.567E-05 5.449E-05 4.933E-05 4.743E-05 55.270 60.559 67.531 68.211 4.27801 4.68734 5.22702 5.27961 2.749E-05 2.560E-05 2.391E-05 1.927E-05 87.621 88.241 89.098 89.896 6.78202 6.83004 6.89635 6.95810 1.291E-05 1.119E-05 9.696E-06 8.882E-06 93.264 93.737 94.239 94.948 7.21879 7.25537 7.29425 7.34913 5.195E-04 0.643 0.04979 2. 174E-04 5.607 0.43397 9.321E-05 28.356 2.19478 4.551E-05 73.499 5.68894 1. 796E-05 90.930 7.03813 7 .796E-06 95.007 7.35371 5. 092E-04 0.821 0.06352 1. 976E-04 6.109 0.47285 9. 028E-05 31.221 2.41659 3. 966E-05 74.799 5.78956 1.746E-05 91.019 7.04499 6. 686E-06 95.923 7.42460 5.018E-04 1.382 0.10696 1. 735E-04 8.266 0.63978 8. 729E-05 31.251 2.41888 3.829E-05 74.917 5.79871 1 .615E-05 91.314 7.06786 5.881E-06 96.100 7.43832 3. 979E-04 1.500 0.11611 1.504E-04 9.211 0.71296 7. 863E-05 42.714 3.30614 3. 570E-05 75.951 5.87875 1. 545E-05 92.141 7.13189 5. 361E-06 97.932 7.58009 OR EXCEEDED.3.953E-04 1.736 0.13441 1.473E-04 9.566 0.74040 7.093E-05 43.039 3.33130 3.419E-05 83.426 6.45730 1.444E-05 92.437 7.15476 4.477E-06 98.730 7.64184 3. 398E-04 2.475 0.19157 1. 391E-04 10.954 0.84787 6. 796E-05 47.471 3.67431 2 .862E-05 84.342 6.52819 1. 328E-05 92.673 7.17305 3. 363E-06 99.675 7.71501 3.175E-06 2.704E-06 1.101E-06 99.734 99.793 100.000 7.71959 7.72416 7.74017 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO. 50 of 160 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8) =0.107 0.431 1.274 3.303 4.275 5.685 6.453 K 10 10 10 10 10 10 10 10 I XQSAVE(K, 1 -6.095.2 -7.597: 3 -8.375: 4 -8.945: 5 -9.450i 6 -9.630'7 -9.997 8 -10.283 5. 615E-04 3. 298E-04 2. 459E-04 1. 710E-04 1. 373E-04 1. 182E-04 1. 054E-04 9. 566E-05 8. 794E-05 8. 162E-05 7. 586E-05 7. 050E-05 6. 590E-05 5. 921E-05 5. 344E-05 4.853E-05 4. 350E-05 3. 761E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -11.22341
-1.18093 38 -12.97848
-1.75253 25 -12.19300
-1.45348 87 -11.79427
-1.27500 81 -12.24857
-1.52217 92 -14.20408
-2.65931 67 -17.06856
-4.47024 69 NUMXQ(K)=
8 0.077 0.232 0.387 0.774 1.161 1.548 1.935 2.322 2.709 3.096 3.483 3.870 4.257 4.644 5.031 5.418 5.805 6.192 0.5 3.94E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 2. 142E-04 ANNUAL AVERAGE =6.46 K= 10 FIVEXQ(K)=
2.142E-04 FIVEPR (K) = 6.460 I CALCULATION NO. BYR04-050, BRW-04-0044-M F MINOR REV. NO. 1 B T APPENDIX BB-7 -PAGE NO.51 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z METERS METERS A A A A A A B B B B B B C C C C C C C D D D D D D D D D D E E E E 3.0 4.0 5.0 6.0 8.0 24.3 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.74 1.17 1.28 0.78 0.27 0.04 0.16 0.78 0.70 1.09 0.70 0.70 0.04 0.27 1.01 1.36 1.44 1.21 0.43 0.23 0.74 1.28 5.64 8.87 9.30 5.99 6.46 1.28 0.58 0.00 0.35 0.78 1.94 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 MEANDER-SY METERS 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 39.2 83.6 83.6 83.6 83.6 MEANDER BLDG WAKE CA=I459.SQ.METERS
** CHI/Q VALUES (SEC/CUBIC METER)USED 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3. 500E-06 1. 146E-06 4. 316E-05 2.886E-05 2. 172E-05 1.742E-05 1. 455E-05 1.0 93E-05 1. 178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3. 022E-05 2.270E-05 2. 174E-04 1. 473E-04 1.127E-04 9. 715E-05 8 .749E-05 8.0 63E-05 7.545E-05 5. 674E-05 4. 562E-05 1.858E-05 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 8. 882E-06 6. 686E-06 5. 361E-06 4.477E-06 3.363E-06 1.101E-06 3.829E-05 2.560E-05 1. 927E-05 1.545E-05 1.291E-05 9. 696E-06 9.321E-05 7. 093E-05 4.743E-05 3.570E-05 2.862E-05 2.391E-05 1.796E-05 2.620E-04 1.774E-04 1.350E-04 9.028E-05 6.796E-05 5.449E-05 4.551E-05 3. 419E-05 2.74 9E-05 1.119E-05 1.1lIE-03 3. 781E-04 2.560E-04 1.948E-04 8.882E-06 6. 686E-06 5.361E-06 4.477E-06 3. 363E-06 1. 101E-06 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1 .291E-05 9. 696E-06 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1. 796E-05 2. 174E-04 1. 473E-04 1. 127E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3.419E-05 2. 749E-05 1. 119E-05 8. 570E-04 2. 917E-04 1. 976E-04 1 .504E-04 0.4 1.0 1.5 2.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 52 of 160 I E E E E E E E F F F F F F F G G G G G G 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 4.0 8.71 11.63 7.23 3.07 2.37 0.74 0.58 0.02 0.74 0.86 1.44 1 .67 1.40 0.39 0.02 0.74 0.43 0.23 0.04 0.08 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 5.1 55.9 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 24.5 79.7 79.7 79.7 79.7 41.3 26.0 1 503E-04 1 503E-04 1 503E-04 1 503E-04 1 142E-04 9. 182E-05 3. 740E-05 1. 474E-03 5. 018E-04 3. 398E-04 2 .586E-04 2. 871E-04 3.093E-04 3. 277E-04 2 .253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5. 092E-04 6.091E-04 1. 303E-04 9. 806E-05 7.863E-05 6. 567E-05 4.933E-05 3. 966E-05 1. 615E-05 1. 965E-03 6. 690E-04 4.530E-04 3. 447E-04 2. 305E-04 1.735E-04 1.391E-04 4. 506E-03 1.534E-03 1.039E-03 7. 905E-04 5. 286E-04 3. 979E-04 1. 303E-04 9. 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3 .966E-05 1. 615E-05 1.474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 305E-04 1. 735E-04 1 .391E-04 2. 253E-03 7.671E-04 5. 195E-04 3. 953E-04 5. 092E-04 3. 979E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M
_ MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 53 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 1.474E-03 0.019 0.035 0.00112 0.00206 2.917E-04 2.586E-04 3.498 4.937 0.20567 0.29028 1.127E-04 9.806E-05 22.091 33.721 1.29874 1.98248 4.743E-05 4.551E-05 71.528 77.518 4.20521 4.55737 1.927E-05 1.796E-05 91.637 92.065 5.38747 5.41262 4.477E-06 3.363E-06 99.689 99.961 5.86082 5.87683 X/Q PERCENTILES 8.570E-04 0.036 0.00215 2. 305E-04 6.610 0.38861 9. 321E-05 33.760 1.98477 3. 966E-05 78.257 4.60082 1. 615E-05 92.649 5.44692 1. 101E-06 100.000 5.87912 7. 671E-04 0.776 0.04559 2.174E-04 6.843 0.40233 9. 028E-05 39.400 2.31635 3. 829E-05 78.413 4.60997 1. 545E-05 93.738 5.51095 5. 195E-04 1.203 0.07075 1. 976E-04 7.621 0.44806 7. 863E-05 46.634 2.74168 3. 570E-05 79.774 4.69000 1.291E-05 94.438 5.55211 5. 092E-04 1.242 0.07304 1. 735E-04 9.022 0.53039 7. 093E-05 46.907 2.75769 3. 419E-05 86.231 5.06961 1. 119E-05 95.021 5.58641 5. 018E-04 1.981 0.11648 1. 504E-04 10.966 0.64473 6. 796E-05 55.775 3.27907 2. 862E-05 87.670 5.15422 9. 696E-06 95.721 5.62757 3. 979E-04 2.059 0.12106 1. 473E-04 11.705 0.68817 6. 567E-05 58.848 3.45973 2. 749E-05 88.953 5.22968 8. 882E-06 96.460 5.67102 OR EXCEEDED.3.953E-04 2.292 0.13478 1.391E-04 12.094 0.71104 5.449E-05 68.144 4.00626 2.560E-05 89.731 5.27541 6.686E-06 97.627 5.73963 3. 398E-04 3.148 0.18509 1.303E-04 20.807 1.22328 4.933E-05 70.517 4.14575 2.391E-05 90.937 5.34630 5.361E-06 98.911 5.81509 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
L CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 54 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=0.046 0.116 0.388 1.222 2.314 3.457 4.003 K 1i 11 11 1i 1i 1i 11 11 I XQSAVE(K, 1 -6.095: 2 -7.172!3 -7.5973 4 -8.3752 5 -8.9451 6 -9.312i 7 -9.630!8 -9.8175 6.858E-04 3. 876E-04 2. 782E-04 1. 892E-04 1. 546E-04 1. 330E-04 1.17 6E-04 1. 060E-04 9. 689E-05 8. 923E-05 8. 143E-05 7.492E-05 6. 939E-05 6. 408E-05 5. 789E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -11.04176
-1.16650 93 -12.35449
-1.56230 38 -13.78593
-2.03241 25 -12.06225
-1.38495 87 -12.15267
-1.42513 62 -12.93147
-1.81593 92 -14.67871
-2.77724 56 NUMXQ(K)=
8 0.059 0.176 0.294 0.588 0.882 1.176 1.470 1.764 2.058 2.352 2.646 2.940 3.234 3.527 3.821 0.5 3.50E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 8.50 2. 046E-04 ANNUAL AVERAGE K= 11 FIVEXQ(K)=
2.046E-04 FIVEPR(K)=
: 8. 505 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 55 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), ii ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ENE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A B B B B B B C C C C C C C C D D D D D D D D D D E E E 2.0 3.0 4.0 5.0 6.0 8.0 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.22 0.82 1.20 0.79 0.60 0.16 0.19 0.60 0.85 0.76 0.41 0.22 0.09 0.35 1.04 1.17 1.20 0.57 0.41 0.03 0.13 0.88 1.83 7.07 7.20 6.35 3.63 2.68 0.69 0.03 0.00 0.63 1.42 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55. 6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 39.2 1.382E-05 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3. 500E-06 4.316E-05 2.886E-05 2. 172E-05 1. 742E-05 1. 455E-05 1. 093E-05 1. 178E-04 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 3. 022E-05 2.270E-05 1. 825E-05 2.174E-04 1. 473E-04 1. 127E-04 9. 715E-05 8 .749E-05 8. 0 63E-05 7. 545E-05 5. 674E-05 4. 562E-05 1. 858E-05 8.570E-04 2.917E-04 1. 976E-04 1. 328E-05 8.882E-06 6. 686E-06 5. 361E-06 4.477E-06 3. 363E-06 3. 829E-05 2.560E-05 1. 927E-05 1. 545E-05 1.291E-05 9. 696E-06 9. 321E-05 7. 093E-05 4.743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1. 796E-05 1.444E-05 2. 620E-04 1.774E-04 1.350E-04 9. 028E-05 6. 796E-05 5.44 9E-05 4. 551E-05 3. 419E-05 2. 749E-05 1. 119E-05 1.111E-03 3. 781E-04 2. 560E-04 1. 328E-05 8. 882E-06 6. 686E-06 5.361E-06 4. 477E-06 3 .363E-06 3. 829E-05 2.560E-05 1.927E-05 1. 545E-05 1.291E-05 9. 696E-06 9. 321E-05 7. 093E-05 4. 743E-05 3. 570E-05 2. 862E-05 2 .391E-05 1 .796E-05 1.444E-05 2.174E-04 1. 473E-04 1.127E-04 9. 028E-05 6.796E-05 5.449E-05 4. 551E-05 3.419E-05 2 .749E-05 1. 119E-05 8. 570E-04 2.917E-04 1. 976E-04 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.4 1.0 1.5 0.0.0.12.7 83.6 12.7 83.6 12.7 83.6 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. IB APPENDIX BB-7 PAGE NO. 56 of 160 E E E E E E E E F F F F F F F G G G G G G 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 24.1 4.42 13.30 7.86 3.60 1.93 1.45 0.85 0.41 0.02 0.98 1.71 3.25 8.18 1.17 0.54 0.01 0.54 0.98 0.95 3.51 0.09 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 5.1 83.6 55.9 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 19.2 79.7 79.7 79.7 79.7 41.3 26.0 1.504E-04 1. 503E-04 1. 503E-04 1.503E-04 1. 503E-04 1.142E-04 9. 182E-05 3 .740E-05 1.474E-03 5.018E-04 3. 398E-04 2. 586E-04 2. 871E-04 3.093E-04 8.576E-05 2.253E-03 7.671E-04 5. 195E-04 3. 953E-04 5.092E-04 6.091E-04 1.948E-04 1.303E-04 9. 806E-05 7.863E-05 6. 567E-05 4.933E-05 3. 966E-05 1. 615E-05 1. 965E-03 6. 690E-04 4.530E-04 3. 447E-04 2.305E-04 1.735E-04 2. 858E-05 4. 506E-03 1.534E-03 1.039E-03 7. 905E-04 5,286E-04 3. 979E-04 1.504E-04 1. 303E-04 9. 806E-05 7.863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1. 474E-03 5.018E-04 3. 398E-04 2. 586E-04 2. 305E-04 1. 735E-04 2.858E-05 2.253E-03 7.671E-04 5.195E-04 3. 953E-04 5. 092E-04 3.979E-04 0.4 1.0 1.5 2.0 3.0 4.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB APPENDIX F USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.3B-7 I PAGENO.57 of 160 2.253E-03 1.474E-03 8.570E-04 7.671E-04 0.014 0.035 0.038 0.575 0.00100 0.00254 0.00273 0.04160 2.917E-04 2.586E-04 2.305E-04 2.174E-04 9.418 12.671 20.851 20.978 0.68190 0.91743 1.50970 1.51885 9.806E-05 9.321E-05 9.028E-05 7.863E-05 51.866 51.961 59.036 62.637 3.75530 3.76216 4.27440 4.53509 4.551E-05 3.966E-05 3.829E-05 3.570E-05 84.587 85.440 85.629 86.798 6.12439 6.18613 6.19985 6.28446 1.927E-05 1.796E-05 1.615E-05 1.545E-05 93.936 94.347 94.757 95.515 6.80127 6.83099 6.86072 6.91560 6.686E-06 5.361E-06 4.477E-06 3.363E-06 98.452 99.242 99.842 100.000 7.12827 7.18544 7.22889 7.24032 5. 195E-04 1.554 0.11249 1. 976E-04 22.399 1.62176 7. 093E-05 62.984 4.56024 3. 419E-05 89.483 6.47883 1.444E-05 95.547 6.91789 5. 092E-04 5.060 0.36632 1. 735E-04 23.568 1.70637 6.796E-05 70.185 5.08162 2. 862E-05 90.683 6.56573 1. 328E-05 95.768 6.93390 5.018E-04 6.039 0.43721 1.504E-04 27.989 2.02651 6.567E-05 72.112 5.22112 2.858E-05 91.220 6.60460 1.291E-05 96.178 6.96363 3. 979E-04 6.133 0.44407 1.473E-04 28.874 2.09054 5. 449E-05 78.460 5.68075 2.749E-05 91.915 6.65491 1. 119E-05 96.210 6.96591 OR EXCEEDED.3.953E-04 7.081 0.51268 1.303E-04 42.170 3.05327 4.933E-05 79.913 5.78594 2.560E-05 92.515 6.69836 9.696E-06 96.431 6.98192 3. 398E-04 8.786 0.63616 1.127E-04 44.002 3.18590 4.743E-05 80.955 5.86141 2. 391E-05 93.083 6.73952 8.882E-06 97.252 7.04138 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 58 of 160-1 PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 3)=4)=5)=6)=7)=8)=1.508 3.050 4.271 5.217 5. 677 6.121 K 12 12 12 12 12 12 12 12 I XQSAVE(K,J 1 -6.0953 2 -7.5973 3 -8.3752 4 -8.9458 5 -9.3126 6 -9.6309 7 -9.8175 8 -9.9976 8.394E-04 6. 192E-04 5. 318E-04 3. 707E-04 2. 868E-04 2. 371E-04 2. 002E-04 1. 730E-04 1.525E-04 1. 363E-04 1.216E-04 1. 085E-04 9.771E-05 8.802E-05 7. 758E-05 6. 890E-05 6. 023E-05 5.202E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -9.99470 -0.91421 38 -12.08720
-1.71217 25 -12.57539
-1.93736 37 -13.42597
-2.39137 62 -15.01910
-3.31757 92 -16.90946
-4.48149 56 -17.36738
-4.77086 67 NUMXQ(K)=
8 0.072 0.217 0.362 0.724 1.086 1.448 1.810 2.172 2.534 2.896 3.258 3. 620 3.982 4.344 4.706 5.068 5.430 5.792 0.5 6.08E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 4. 637E-04 ANNUAL AVERAGE =6.91 K= 12 FIVEXQ(K)=
4.637E-04 FIVEPR(K)=
: 6. 906
[CALCULATION NO. BYR04-050, BRW-04-0044-M
-MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO. 59 of 160 I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE E SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA-1459.SQ.METERS A A A A A A A B B B B B B B B C C C C C C C C D D D D D D D D D D 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.03 0.05 0.91 1.23 0.78 0.56 0.30 0.03 0.05 1.42 0.56 0.81 0.21 0.32 0.11 0.08 0.43 1.29 1.50 0.94 0.32 0.32 0.03 0.21 1.10 2.28 8.54 7.14 7.01 5.15 5.15 1.37 0.27 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 117.1 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55. 6 55.6 55.6 55.6 55.6 55. 6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 39.2 1. 817E-05 1.382E-05 9. 244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3.500E-06 5. 672E-05 4. 316E-05 2. 886E-05 2.172E-05 1 .742E-05 1. 455E-05 1. 093E-05 8.786E-06 1.178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3 022E-05 2 .270E-05 1. 825E-05 2.174E-04 1. 473E-04 1.127E-04 9. 715E-05 8. 749E-05 8. 063E-05 7. 545E-05 5. 674E-05 4.562E-05 1.858E-05 1. 746E-05 1. 328E-05 8. 882E-06 6. 686E-06 5.361E-06 4. 477E-06 3. 363E-06 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1.291E-05 9. 696E-06 7. 796E-06 9.321E-05 7. 093E-05 4.743E-05 3. 570E-05 2. 862E-05 2.391E-05 1.796E-05 1.444E-05 2.620E-04 1.774E-04 1.350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3. 419E-05 2. 749E-05 1. 119E-05 1. 746E-05 1.328E-05 8.882E-06 6. 686E-06 5.361E-06 4.477E-06 3. 363E-06 5.032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1.291E-05 9. 696E-06 7 .796E-06 9. 321E-05 7. 093E-05 4.743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1 .796E-05 1.444E-05 2.174E-04 1. 473E-04 1.127E-04 9.028E-05 6. 796E-05 5. 449E-05 4.551E-05 3. 419E-05 2.74 9E-05 1. 119E-05 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 I CALCULATION NO. BYR04-050, BRW-04-0044-M T MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 60 of 160 E E E E E E E E E E E F F F F F F F F G G G G G 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 24.1 0.4 1.0 1.5 2.0 3.0 0.00 0.62 3.17 4.83 8.00 5.37 3.60 2.01 1.91 1.15 0.62 0.03 1.50 3.44 4.40 3.44 0.35 0.03 0.03 0.03 1.15 1.96 1.26 0.59 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 83.6 83.6 83.6 83.6 55.9 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 24.5 19.2 79.7 79.7 79.7 79.7 41.3 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 503E-04 1. 503E-04 1.503E-04 1. 503E-04 1. 142E-04 9. 182E-05 3.740E-05 1. 474E-03 5. 018E-04 3 .398E-04 2. 586E-04 2. 871E-04 3.093E-04 3. 277E-04 8. 576E-05 2.253E-03 7.671E-04 5.195E-04 3. 953E-04 5.092E-04 1.111E-03 3. 781E-04 2. 560E-04 1. 948E-04 1.303E-04 9. 806E-05 7. 863E-05 6. 567E-05 4.933E-05 3. 966E-05 1. 615E-05 1. 965E-03 6. 690E-04 4. 530E-04 3. 447E-04 2. 305E-04 1.735E-04 1.391E-04 2. 858E-05 4. 506E-03 1.534E-03 1.039E-03 7. 905E-04 5.286E-04 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 1. 303E-04 9. 806E-05 7.863E-05 6. 567E-05 4. 933E-05 3.966E-05 1. 615E-05 1.474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 305E-04 1. 735E-04 1.391E-04 2. 858E-05 2. 253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
E SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.BB-7 I PAGE NO. 61 of 160 1~B-7 I PAGENO.61 of 160 I 2.253E-03 1.474E-03 8.570E-04 0.030 0.062 0.065 0.00252 0.00531 0.00553 2.586E-04 2.305E-04 2.174E-04 14.989 18.425 18.640 1.27697 1.56967 1.58797 9.806E-05 9.321E-05 9.028E-05 43.765 43.845 52.381 3.72837 3.73523 4.46242 4.743E-05 4.551E-05 3.966E-05 75.788 80.942 82.096 6.45648 6.89553 6.99387 2.39!E-05 1.927E-05 1.796E-05 92.887 93.450 93.773 7.91314 7.96116 7.98861 9.696E-06 8.882E-06 7.796E-06 96.108 97.020 97.128 8.18755 8.26530 8.27445 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)7. 671E-04 1.219 0.10386 1. 976E-04 21.807 1.85780 7. 863E-05 55.978 4.76885 3. 829E-05 82.150 6.99844 1. 746E-05 93.799 7.99089 6. 686E-06 98.363 8.37964 5.195E-04 3.179 0.27079 1. 735E-04 22.156 1.88753 7. 093E-05 56.408 4.80544 3. 570E-05 83.653 7.12650 1. 615E-05 94.417 8.04349 5. 361E-06 99.141 8.44596 5.092E-04 3.769 0.32110 1. 504E-04 26.988 2.29915 6. 796E-05 63.548 5.41371 3. 419E-05 88.807 7.56556 1. 545E-05 95.222 8.11209 4. 477E-06 99.705 8.49398 5. 018E-04 5.272 0.44916 1.473E-04 28.089 2.39290 6. 567E-05 65.561 5.58522 2. 862E-05 89.746 7.64559 1.444E-05 95.249 8.11438 3. 363E-06 100.000 8.51913 3. 953E-04 6.534 0.55664 1. 391E-04 28.115 2.39519 5. 449E-05 72.567 6.18207 2.858E-05 89.773 7.64788 1. 328E-05 95.303 8.11895 OR EXCEEDED.3.398E-04 9.970 0.84934 1.303E-04 36.115 3.07665 5.032E-05 72.594 6.18435 2.749E-05 91.142 7.76450 1.291E-05 95.517 8.13725 2. 917E-04 10.587 0.90194 1. 127E-04 38.396 3.27102 4. 933E-05 74.500 6.34671 2. 560E-05 92.565 7.88570 1.119E-05 95.786 8.16011 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 62 of 160fl PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2) =3)=4)=5)=6)=7)=8) =0.449 1.568 3.074 4.459 5.581 6.892 7.562 K 13 13 13 13 13 13 13 13 I XQSAVE(K,I 1 -6.0953 2 -7.5973 3 -8.3752 4 -8.9458 5 -9.3126 6 -9.6309 7 -9.9976 8 -10.2836 8. 673E-04 6. 099E-04 5.113E-04 3. 421E-04 2. 642E-04 2.157E-04 1. 793E-04 1. 534E-04 1.340E-04 1.181E-04 1. 052E-04 9. 465E-05 8. 435E-05 7.459E-05 6.649E-05 5. 870E-05 5.207E-05 4. 646E-05 3. 916E-05) XQINT(K,I)
XQSLOP(K,I) 7 -10.32254
-1.04289 8 -12.01038
-1.68880:5 -12.72418
-2.02042'7 -12.97285
-2.15339 2 -14.28376
-2.92463'2 -15.08341
-3.42726.7 -18.70822
-5.87001 9 NUMXQ(K)=
8 0.085 0.256 0.426 0.852 1.278 1.704 2.130 2.556 2.982 3.408 3.834 4.260 4.686 5.111 5.537 5.963 6.389 6.815 7.241 0.5 7.70E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 4. 715E-04 ANNUAL AVERAGE 5.87 K= 13 FIVEXQ(K)=
4.715E-04 FIVEPR(K)=
5.869 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 63 of 160 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ESE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.08 0.55 0.90 0.83 0.93 0.75 0.03 0.03 0.15 0.70 1.08 0.98 0.60 0.45 0.08 0.03 0.30 1.23 1.45 1.18 0.53 0.60 0.13 0.08 0.28 1.76 2.03 7.67 7.57 7.17 5.69 4.96 1.25 0.08 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97. 4 97. 4 97.4 97. 4 97.4 97. 4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 117.1 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 39.2 1.382E-05 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3. 500E-06 2. 814E-06 5. 672E-05 4.316E-05 2. 886E-05 2.172E-05 1.742E-05 1. 455E-05 1. 093E-05 8. 786E-06 1. 178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3.022E-05 2. 270E-05 1.825E-05 7. 433E-06 2. 174E-04 1. 473E-04 1. 127E-04 9. 715E-05 8. 749E-05 8. 063E-05 7. 545E-05 5. 674E-05 4. 562E-05 1.858E-05 1.328E-05 8.882E-06 6. 686E-06 5.361E-06 4.477E-06 3. 363E-06 2.704E-06 5. 032E-05 3. 829E-05 2.560E-05 1. 927E-05 1.545E-05 1.291E-05 9. 696E-06 7 .796E-06 9. 321E-05 7. 093E-05 4.743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1.796E-05 1.444E-05 5. 881E-06 2.620E-04 1.774E-04 1.350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4.551E-05 3.419E-05 2.74 9E-05 1. 119E-05 1.328E-05 8.882E-06 6. 686E-06 5.361E-06 4.477E-06 3 .363E-06 2 .704E-06 5. 032E-05 3 .829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1 .291E-05 9. 696E-06 7 .796E-06 9. 321E-05 7. 093E-05 4.743E-05 3. 570E-05 2. 862E-05 2. 391E-05 1 .796E-05 1.444E-05 5. 881E-06 2.174E-04 1. 473E-04 1. 127E-04 9. 028E-05 6. 796E-05 5. 449E-05 4. 551E-05 3 419E-05 2 .749E-05 1 119E-05
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 64 of 160 E E E E E E E E E E E F F F F F F F G G G G G 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 7.9 0.4 1.0 1.5 2.0 3.0 0.01 1.28 4.29 4.14 7.77 6.12 4.14 2.21 2.11 0.40 0.08 0.04 2.06 4.99 2.33 0.93 0.08 0.03 0.05 2.03 2.28 0.53 0.03 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27. 9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 83.6 83.6 83.6 83.6 55.9 42.1 33.8 28.2 27.9 27.9 27.9 76.9 76.9 76.9 76.9 46.3 32.4 19.2 79.7 79.7 79.7 79.7 41.3 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 142E-04 9. 182E-05 3.740E-05 1.474E-03 5. 018E-04 3.398E-04 2. 586E-04 2. 871E-04 3. 093E-04 2. 619E-04 2.253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5 .092E-04 1. 111E-03 3.781E-04 2. 560E-04 1.948E-04 1. 303E-04 9. 806E-05 7.863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1.965E-03 6. 690E-04 4.530E-04 3. 447E-04 2. 305E-04 1.735E-04 8.729E-05 4.506E-03 1.534E-03 1.039E-03 7.905E-04 5.286E-04 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 1. 303E-04 9. 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1. 474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 305E-04 1 .735E-04 8 .729E-05 2. 253E-03 7. 671E-04 5.195E-04 3. 953E-04 5. 092E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.BB-7 I PAGE NO. 65 of 160 I 2.253E-03 1.474E-03 8.570E-04 7.671E-04 0.052 0.097 0.102 2.133 0.00476 0.00883 0.00932 0.19455 2.586E-04 2.305E-04 2.174E-04 1.976E-04 15.623 16.551 16.827 21.115 1.42482 1.50943 1.53459 1.92562 9.321E-05 9.028E-05 8.729E-05 7.863E-05 43.030 50.703 50.728 54.865 3.92425 4.62400 4.62629 5.00360 4.743E-05 4.551E-05 3.966E-05 3.829E-05 75.477 81.169 81.570 81.720 6.88332 7.40241 7.43900 7.45272 1.927E-05 1.796E-05 1.615E-05 1.545E-05 92.879 93.481 93.556 94.534 8.47033 8.52521 8.53207 8.62126 7.796E-06 6.686E-06 5.881E-06 5.361E-06 96.490 97.392 97.467 98.295 8.79962 8.88195 8.88881 8.96427 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)5.195E-04 4.415 0.40264 1.735E-04 21.190 1.93248 7.093E-05 55.166 5.03104 3. 570E-05 83.175 7.58535 1.444E-05 94.659 8.63269 4.477E-06 99.223 9.04888 5.092E-04 4.440 0.40493 1.504E-04 25.327 2.30980 6.796E-05 62.739 5.72164 3.419E-05 88.140 8.03813 1.328E-05 94.734 8.63955 3. 363E-06 99.975 9.11748 5.018E-04 6.496 0.59244 1. 473E-04 27.083 2.46987 6. 567E-05 64.945 5.92288 2.862E-05 89.318 8.14561 1.291E-05 95.336 8.69443 2. 704E-06 100.000 9.11977 3. 953E-04 7.023 0.64046 1. 303E-04 34.856 3.17877 5.44 9E-05 72.117 6.57689 2.74 9E-05 90.572 8.25995 1. 119E-05 95.411 8.70129 OR EXCEEDED.3.398E-04 12.013 1.09553 1.127E-04 36.887 3.36399 5.032E-05 72.142 6.57918 2.560E-05 91.274 8.32398 9.696E-06 95.863 8.74245 2. 917E-04 13.291 1.21215 9. 806E-05 43.005 3.92196 4. 933E-05 74.248 6.77127 2.391E-05 91.801 8.37200 8.882E-06 96.414 8.79276
[CALCULATION NO. BYR04-050, BRW-04-0044-M T MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 66 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=9)=0.194 0.592 1.094 3.176 4. 620 5.919 7.399 8.034 K 14 14 14 14 14 14 14 14 14 I XQSAVE(K, 1 -6.095.2 -7.172 3 -7.597.4 -7.987: 5 -8.945: 6 -9.312 7 -9.630 8 -9.997 9 -10.283 9. 797E-04 6. 770E-04 5. 569E-04 3. 829E-04 2. 816E-04 2. 189E-04 1.787E-04 1. 506E-04 1.298E-04 1.142E-04 1.017E-04 9. 156E-05 8. 146E-05 7. 284E-05 6. 558E-05 5. 817E-05 5. 193E-05 4. 663E-05 3. 880E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -10.23640
-1.06105 93 -10.48342
-1.14660 38 -11.96360
-1.73467 12 -13.01877
-2.19497 87 -12.88565
-2.12323 62 -13.73133
-2.62577 92 -14.61653
-3.19261 67 -19.40802
-6.50455 69 NUMXQ(K)=
9 0.091 0.274 0.456 0.912 1.368 1.824 2.280 2.736 3.192 3.648 4.104 4.560 5.016 5.472 5.928 6.384 6.840 7.296 7.752 0.5 8.96E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 5. 370E-04 ANNUAL AVERAGE =5.48 K= 14 FIVEXQ(K)=
5.370E-04 FIVEPR(K)=
5.483
[-CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB T APPENDIX BB-7 -PAGE NO.67 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), ii ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z METERS METERS METERS METERS METERS A A A A A B B B B B B B C C C C C C C D D D D D D D D D 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.4 1.0 1.5 2.0 3.0 1.05 1.49 2.25 0.69 0.54 0.04 0.18 1.02 1.56 1.02 0.73 0.15 0.07 0.18 1.74 1.85 1.82 0.80 0.25 0.54 2.62 4.83 11.73 10.13 7.01 2.47 1.74 0.07 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 MEANDER-SY METERS 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 MEANDER BLDG WAKE CA=1459.SQ.METERS
** CHI/Q VALUES (SEC/CUBIC METER)USED 9.244E-06 6. 958E-06 5.579E-06 4. 659E-06 3. 5OOE-06 5. 672E-05 4 .316E-05 2. 886E-05 2. 172E-05 1. 742E-05 1. 455E-05 1. 093E-05 1. 178E-04 8. 966E-05 5. 995E-05 4. 512E-05 3. 618E-05 3.022E-05 2. 270E-05 2.174E-04 1. 473E-04 1.127E-04 9. 715E-05 8. 749E-05 8. 063E-05 7. 545E-05 5. 674E-05 4. 562E-05 8. 570E-04 2. 917E-04 1. 976E-04 1. 504E-04 8. 882E-06 6. 686E-06 5. 361E-06 4.477E-06 3.363E-06 5.032E-05 3.829E-05 2 .560E-05 1.927E-05 1.545E-05 1.291E-05 9. 696E-06 9.321E-05 7.093E-05 4.743E-05 3.570E-05 2.862E-05 2.391E-05 1.796E-05 2. 620E-04 1.774E-04 1.350E-04 9.028E-05 6.796E-05 5.449E-05 4.551E-05 3.419E-05 2.749E-05 1.11lE-03 3. 781E-04 2. 560E-04 1. 948E-04 8.882E-06 6. 686E-06 5. 361E-06 4. 477E-06 3. 363E-06 5 .032E-05 3 .829E-05 2 .560E-05 1 .927E-05 1 .545E-05 1 .291E-05 9. 696E-06 9.321E-05 7.093E-05 4.743E-05 3.570E-05 2.862E-05 2.391E-05 1.796E-05 2.174E-04 1. 473E-04 1.127E-04 9.028E-05 6.796E-05 5.449E-05 4.551E-05 3.419E-05 2.749E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.504E-04 E E E E E 0.01 1.71 4.72 6.25 6.65 83.6 83.6 83.6 83.6 27.9 12.7 55.9 1.503E-04 1.303E-04 1.303E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 68 of 160 E E E E F F F F F F G G G G G 4.0 5.0 5.9 7.9 0.4 1.0 1.5 2.0 3.0 4.0 0.4 1.0 1.5 2.0 3.0 4.72 2.22 0.84 0.69 0.06 2.87 4.14 1.60 0.36 0.04 0.07 2.80 1.42 0.18 0.07 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 42.1 33.8 28.2 27.9 76.9 76.9 76.9 76.9 46.3 32.4 79.7 79.7 79.7 79.7 41.3 1. 503E-04 1. 503E-04 1. 503E-04 1. 142E-04 1.474E-03 5.018E-04 3. 398E-04 2. 586E-04 2. 871E-04 3.093E-04 2.253E-03 7. 671E-04 5. 195E-04 3. 953E-04 5. 092E-04 9. 806E-05 7.863E-05 6.567E-05 4. 933E-05 1. 965E-03 6. 690E-04 4. 530E-04 3. 447E-04 2. 305E-04 1.735E-04 4. 506E-03 1.534E-03 1.039E-03 7. 905E-04 5.286E-04 9.806E-05 7.863E-05 6. 567E-05 4.933E-05 1 474E-03 5. 018E-04 3. 398E-04 2 .586E-04 2. 305E-04 1. 735E-04 2. 253E-03 7.671E-04 5.195E-04 3. 953E-04 5. 092E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 69 of Iou I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 1.474E-03 8.570E-04 7.671E-04 5.195E-04 5.092E-04 5.018E-04 3.953E-04 3.398E-04 2.917E-04 0.072 0.134 0.141 2.938 4.355 4.428 7.297 7.479 11.620 13.327 0.00452 0.00845 0.00890 0.18498 0.27416 0.27873 0.45939 0.47082 0.73151 0.83899 2.586E-04 2.305E-04 2.174E-04 1.976E-04 1.735E-04 1.504E-04 1.473E-04 1.303E-04 1.127E-04 9.806E-05 14.926 15.289 15.834 20.556 20.593 26.841 29.456 36.104 40.935 45.657 0.93961 0.96247 0.99678 1.29406 1.29634 1.68966 1.85431 2.27279 2.57693 2.87421 9.321E-05 9.028E-05 7.863E-05 7.093E-05 6.796E-05 6.567E-05 5.449E-05 5.032E-05 4.933E-05 4.743E-05 45.730 57.463 59.679 59.860 69.995 70.831 77.841 77.878 78.568 80.312 2.87878 3.61740 3.75690 3.76833 4.40634 4.45893 4.90028 4.90256 4.94601 5.05578 4.551E-05 3.829E-05 3.570E-05 3.419E-05 2.862E-05 2.749E-05 2.560E-05 2.391E-05 1.927E-05 1.796E-05 82.782 82.963 84.816 86.560 88.376 88.448 89.466 90.265 91.827 92.081 5.21127 5.22271 5.33933 5.44910 5.56344 5.56801 5.63204 5.68235 5.78068 5.79668 1.545E-05 1.291E-05 9.696E-06 8.882E-06 6.686E-06 5.361E-06 4.477E-06 3.363E-06 93.098 93.825 93.970 95.023 96.513 98.765 99.455 100.000 5.86071 5.90645 5.91560 5.98191 6.07567 6.21745 6.26090 6.29520 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR EXCEEDED CHI/Q WITH RESPECT TO WHEN THE WIND BLOWS SEC/CUBIC METER THE TOTAL TIME INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 70 of 160 -HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)5)=6)=7)=8)=0.185 0.459 0.731 2.270 3.614 4.403 4.897 K 15 15 15 15 15 15 15 15 I XQSAVE(K,]
1 -6.0953 2 -7.1729 3 -7.5973 4 -7.9871 5 -8.9458 6 -9.3126 7 -9.5966 8 -9.8175 1.081E-03 7. 600E-04 6. 014E-04 3. 862E-04 2. 772E-04 2.187E-04 1.807E-04 1.540E-04 1. 340E-04 1. 204E-04 1. 099E-04 1.011E-04 9. 357E-05 8.491E-05 7. 569E-05 6. 795E-05 5. 890E-05 I) XQINT(K,I)
XQSLOP(K,I) 37 -10.26415
-1.06482 93 -11.31265
-1.42599 38 -13.80570
-2.38288 2 -13.29595
-2.17412 87 -12.55138
-1.80199 62 -14.88633
-3.10112 63 -17.01813
-4.35089 56 NUMXQ(K)=
8 0.063 0.189 0.315 0.630 0. 944 1.259 1.574 1.889 2.203 2.518 2.833 3.148 3.462 3.777 4.092 4.407 4.721 0.5 6.71E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 4. 681E-04 ANNUAL AVERAGE =7.94 K= 15 FIVEXQ(K)=
4.681E-04 FIVEPR(K)=
: 7. 943 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 I PAGE NO. 71 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A B B B B B B B B C C C C C C D D D D D D D D D D E E E 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.4 1.0'1.5 0.12 0.56 1.98 2.34 0.77 0.32 0.04 0.04 0.04 1.09 1.25 1.33 0.69 0.28 0.36 1.13 1.65 1.33 0.48 0.32 0.65 1.57 3.67 11.14 8.60 8.35 5.61 3.59 0.85 0.12 0.01 1.49 3.31 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 78.4 78.4 77.9 60.4 50.5 43.9 39.2 39.2 39.2 39.2 83.6 83.6 83.6 1. 382E-05 9.244E-06 6. 958E-06 5. 579E-06 4. 659E-06 3. 500E-06 8. 375E-05 5. 672E-05 4. 316E-05 2. 886E-05 2. 172E-05 1 .742E-05 1. 455E-05 1 .093E-05 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 3.022E-05 2.270E-05 2.174E-04 1. 473E-04 1.127E-04 9.715E-05 8.749E-05 8.063E-05 7. 545E-05 5. 674E-05 4.562E-05 1. 858E-05 8. 570E-04 2. 917E-04 1. 976E-04 1.328E-05 8.882E-06 6. 686E-06 5. 361E-06 4.477E-06 3. 363E-06 7.431E-05 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1 .291E-05 9. 696E-06 7. 093E-05 4. 743E-05 3. 570E-05 2.862E-05 2.391E-05 1.796E-05 2. 620E-04 1. 774E-04 1. 350E-04 9. 028E-05 6. 796E-05 5. 449E-05 4. 551E-05 3. 419E-05 2.749E-05 1. 119E-05 1. 111E-03 3. 781E-04 2. 560E-04 1.328E-05 8.882E-06 6. 686E-06 5.361E-06 4 .477E-06 3. 363E-06 7.431E-05 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1 .291E-05 9. 696E-06 7.093E-05 4.743E-05 3. 570E-05 2.862E-05 2. 391E-05 1 .796E-05 2.174E-04 1. 473E-04 1. 127E-04 9.028E-05 6. 796E-05 5.449E-05 4. 551E-05 3.419E-05 2. 749E-05 1.119E-05 8. 570E-04 2. 917E-04 1. 976E-04 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO. 72 of 160 E E E E E E E F F F F F F G G G G G 2.0 3.0 4.0 5.0 5.9 7.9 24.1 0.4 1.0 1.5 2.0 3.0 5.0 0.4 1.0 1.5 2.0 3.0 3.59 8.68 6.17 3.43 1.21 0.93 0.08 0.05 2.10 2.74 1.13 0.48 0.04 0.07 2.66 1.13 0.36 0.04 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 83.6 55.9 42.1 33.8 28.2 27.9 27.9 76.9 76.9 76.9 76.9 46.3 24.5 79.7 79.7 79.7 79.7 41.3 1 .504E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 503E-04 1. 142E-04 3. 740E-05 1. 474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 871E-04 3 .277E-04 2. 253E-03 7.671E-04 5. 195E-04 3. 953E-04 5.092E-04 1. 948E-04 1.303E-04 9. 806E-05 7.863E-05 6. 567E-05 4.933E-05 1. 615E-05 1. 965E-03 6. 690E-04 4.530E-04 3. 447E-04 2. 305E-04 1. 391E-04 4. 506E-03 1.534E-03 1. 039E-03 7. 905E-04 5.286E-04 1. 504E-04 1. 303E-04 9. 806E-05 7 863E-05 6. 567E-05 4. 933E-05 1. 615E-05 1 474E-03 5. 018E-04 3. 398E-04 2. 586E-04 2. 305E-04 1. 391E-04 2.253E-03 7.671E-04 5.195E-04 3. 953E-04 5. 092E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 I PAGE NO. 73 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE = 485.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2. 253E-03 0.068 0.00388 2. 586E-04 11.783 0.66769 9, 028E-05 51.089 2.89499 4,551E-05 80.791 4.57804 1, 615E-05 91.485 5.18404 1.474E-03 0.114 0.00646 2. 305E-04 12.267 0.69513 7. 863E-05 54.519 3.08936 3.82 9E-05 80.831 4.58033 1. 545E-05 92.817 5.25950 8. 570E-04 0.120 0.00681 2. 174E-04 12.913 0.73172 7.431E-05 54.560 3.09165 3. 570E-05 82.486 4.67409 1.328E-05 92.938 5.26636 7. 671E-04 2.784 0.15774 1. 976E-04 16.222 0.91923 7. 093E-05 54.923 3.11223 3.419E-05 86.077 4.87761 1.291E-05 93.624 5.30523 5.195E-04 3.914 0.22177 1.504E-04 19.814 1.12275 6.796E-05 63.519 3.59931 2.862E-05 87.409 4.95307 1. 119E-05 93.745 5.31210 5.092E-04 3.954 0.22405 1. 473E-04 21.388 1.21194 6.567E-05 64.729 3.66791 2.74 9E-05 88.257 5.00110 9. 696E-06 94.027 5.32810 5.018E-04 6.052 0.34297 1. 391E-04 21.428 1.21422 5. 449E-05 73.083 4.14127 2.560E-05 89.346 5.06284 8.882E-06 94.592 5.36012 3. 953E-04 6.416 0.36355 1. 303E-04 30.104 1.70588 5. 032E-05 73.123 4.14356 2.391E-05 89.830 5.09028 6. 686E-06 96.570 5.47217 OR EXCEEDED.3.398E-04 9.160 0.51905 1.127E-04 33.777 1.91397 4.933E-05 74.051 4.19616 1.927E-05 91.081 5.16117 5.361E-06 98.910 5.60480 2. 917E-04 10.653 0.60366 9.806E-05 39.951 2.26384 4.743E-05 75.181 4.26019 1.796E-05 91.404 5.17946 4.477E-06 99.677 5.64825 3. 363E-06 100.000 5.66654 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 74 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1 .0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3) =4)=5)=6)=7)=8)=0.158 0.343 0.918 2.892 3.596 4.138 4.574 K 16 16 16 16 16 16 16 16 I XQSAVE(K,I 1 -6.0953 2 -7.1729 3 -7.5973 4 -8.5293 5 -9.3126 6 -9.5966 7 -9.8175 8 -9.9976 1. 063E-03 7. 373E-04 5. 586E-04 3. 162E-04 2.136E-04 1. 729E-04 1. 493E-04 1. 320E-04 1. 186E-04 1. 079E-04 9. 912E-05 9. 173E-05 8. 210E-05 7.328E-05 6. 556E-05 5. 835E-05 5. 203E-05 4. 632E-05:) XQINT(K,I)
XQSLOP(K,I) 7 -10.35618
-1.07813 3 -12.21438
-1.70748 8 -14.88569
-2.69540 6 -12.53315
-1.69780 2 -14.85114
-2.91981 3 -15.74186
-3.41476 6 -16.42147
-3.80649 7 NUMXQ(K)=
8 0.057 0.170 0.283 0.567 0.850 1.133 1.417 1.700 1.983 2.267 2.550 2.833 3.117 3.400 3.683 3. 967 4.250 4.533 0.5 5.29E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 8.82 3. 556E-04 ANNUAL AVERAGE K= 16 FIVEXQ(K)=
3.556E-04 FIVEPR(K)=
8.824 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB 7 APPENDIX BB-7 I PAGE NO.75 of 160f USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ALL SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A A A B B B B B B B B B B C C C C C C C C C C D D D D D 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 0.03 0.26 1.20 1.24 1.06 0.51 0.34 0.03 0.03 0.00 0.07 0.27 1.00 0.87 0.70 0.40 0.25 0.04 0.01 0.01 0.13 0.50 1.29 1.19 0.88 0.49 0.35 0.05 0.02 0.42 1.85 3.20 8.25 7.24 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.'0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 117.1 117.1 117.1 117.1 117.1 117.1 117.1 117.1 117.1 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 49.9 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 31.6 18.0 18.0 18.0 18.0 18.0 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 97.4 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 73.3 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 55.6 39.2 39.2 39.2 39.2 39.2 1.817E-05 1. 382E-05 9. 244E-06 6. 958E-06 5.57 9E-06 4.659E-06 3. 500E-06 2.814E-06 1. 146E-06 8. 375E-05 5. 672E-05 4.316E-05 2.886E-05 2. 172E-05 1.742E-05 1.455E-05 1. 093E-05 8.786E-06 3.578E-06 1.740E-04 1. 178E-04 8. 966E-05 5. 995E-05 4.512E-05 3. 618E-05 3.022E-05 2.270E-05 1.825E-05 7. 433E-06 4.34 9E-04 2. 945E-04 2 .241E-04 1.498E-04 1.128E-04 1.746E-05 1. 328E-05 8. 882E-06 6. 686E-06 5.361E-06 4. 477E-06 3. 363E-06 2 .704E-06 1. 101E-06 7. 431E-05 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1 .291E-05 9. 696E-06 7. 796E-06 3. 175E-06 1. 376E-04 9. 321E-05 7. 093E-05 4.743E-05 3. 570E-05 2.862E-05 2. 391E-05 1. 796E-05 1. 444E-05 5. 881E-06 2. 620E-04 1.774E-04 1.350E-04 9. 028E-05 6. 796E-05 1 .746E-05 1. 328E-05 8.882E-06 6. 686E-06 5. 361E-06 4.477E-06 3. 363E-06 2. 704E-06 1. 101E-06 7.431E-05 5. 032E-05 3. 829E-05 2. 560E-05 1. 927E-05 1. 545E-05 1.291E-05 9. 696E-06 7. 796E-06 3. 175E-06 1. 376E-04 9.321E-05 7. 093E-05 4.743E-05 3. 570E-05 2.862E-05 2.391E-05 1. 796E-05 1. 444E-05 5.881E-06 2. 620E-04 1.774E-04 1. 350E-04 9. 028E-05 6. 796E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 76 of 160 D D D D D E E E E E E E E E E E F F F F F F F F F F F G G G G G G G 5.0 6.0 8.0 9.9 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 6.01 4.15 3.43 0.87 0.15 0.01 1 .65 3.96 4.85 9.56 7.23 4.72 2.72 2.33 0. 61 0.20 0.05 2.10 2.76 2.07 1.90 0.49 0.16 0.02 0.01 0.03 0.04 0.04 1.69 1. 11 0.48 0.37 0.03 0.01 485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 13.3 13.3 18.0 18.0 18.0 18.0 18.0 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 12.7 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 5.1 5.1 5.1 5.1 5.1 5.1 5.1 39.2 39.2 39.2 39.2 39.2 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 27.9 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 19.2 13.3 13.3 13.3 13.3 13.3 13.3 13.3 9. 044E-05 7. 553E-05 5. 674E-05 4.562E-05 1. 858E-05 2. 571E-03 8. 752E-04 5. 927E-04 4. 511E-04 3 .016E-04 2.270E-04 1. 820E-04 1. 520E-04 1. 142E-04 9. 182E-05 3.740E-05 5. 896E-03 2. 007E-03 1 .359E-03 1. 034E-03 6. 916E-04 5. 206E-04 4 174E-04 3. 486E-04 2 619E-04 2 106E-04 8 .576E-05 1.352E-02 4. 602E-03 3. 117E-03 2. 372E-03 1.586E-03 1.194E-03 9. 571E-04 5. 449E-05 4.551E-05 3. 419E-05 2. 749E-05 1. 119E-05 1. 111E-03 3. 781E-04 2. 560E-04 1. 948E-04 1. 303E-04 9. 806E-05 7.863E-05 6.567E-05 4.933E-05 3. 966E-05 1. 615E-05 1. 965E-03 6.690E-04 4.530E-04 3. 447E-04 2. 305E-04 1.735E-04 1.391E-04 1.162E-04 8.729E-05 7. 018E-05 2.858E-05 4. 506E-03 1. 534E-03 1. 039E-03 7. 905E-04 5. 286E-04 3. 979E-04 3. 190E-04 5. 449E-05 4.551E-05 3. 419E-05 2 .749E-05 1. 119E-05 1. 111E-03 3. 781E-04 2. 560E-04 1. 948E-04 1. 303E-04 9 806E-05 7. 863E-05 6. 567E-05 4. 933E-05 3. 966E-05 1. 615E-05 1. 965E-03 6. 690E-04 4.530E-04 3. 447E-04 2 .305E-04 1. 735E-04 1. 391E-04 1. 162E-04 8 .729E-05 7. 018E-05 2. 858E-05 4. 506E-03 1.534E-03 1. 039E-03 7. 905E-04 5 .286E-04 3. 979E-04 3. 190E-04 0.4 1.0 1.5 2.0 3.0 4.0 5.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO.77 of&#xa3; 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
DIRECTION-INDEPENDENT (S.R.P 2.3.4) MODEL.MINIMUM BOUNDARY DISTANCE = 485.0 METERS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.OR EXCEEDED.4.506E-03 1.965E-03 0.043 0.089 0.04345 0.08918 3.781E-04 3.447E-04 10.295 12.367 10.29499 12.36680 1.376E-04 1.350E-04 26.005 29.202 26.00503 29.20192 7.093E-05 7.018E-05 59.627 59.655 59.62726 59.65470 3.829E-05 3.570E-05 84.349 85.541 84.34941 85.54081 1.746E-05 1.615E-05 93.524 93.727 93.52390 93.72742 6.686E-06 5.881E-06 98.006 98.029 98.00595 98.02882 X/Q PERCENTILES
: 1. 534E-03 1.781 1.78139 3. 190E-04 12.374 12.37366 1.303E-04 38.765 38.76515 6. 796E-05 66.892 66.89230 3. 419E-05 88.976 88.97552 1. 545E-05 94.423 94.42259 5. 361E-06 99.088 99.08759 1. 111E-03 1.788 1.78825 2. 620E-04 12.792 12.79213 1. 162E-04 38.788 38.78802 6. 567E-05 69.611 69.61125 2. 862E-05 89.858 89.85822 1. 444E-05 94.471 94.47061 4.477E-06 99.598 99.59753 1. 039E-03 2.897 2.89732 2. 560E-04 16.751 16.75051 9. 806E-05 46.021 46.02104 5. 449E-05 75.625 75.62543 2. 858E-05 89.899 89.89938 1.328E-05 94.729 94.72902 3. 363E-06 99.936 99.93597 7. 905E-04 3.380 3.37983 2. 305E-04 18.649 18.64853 9. 321E-05 46.149 46.14910 5. 032E-05 75.694 75.69403 2.74 9E-05 90.766 90.76606 1 .291E-05 95.134 95.13377 3. 175E-06 99.945 99.94512 6. 690E-04 5.484 5.48365 1.948E-04 23.499 23.49874 9. 028E-05 54.397 54.39744 4. 933E-05 78.024 78.02424 2. 560E-05 91.768 91.76766 1. 119E-05 95.280 95.28013 2 .704E-06 99.973 99.97256 5.286E-04 5.856 5.85639 1.774E-04 25.351 25.35102 8.729E-05 54.404 54.40430 4.743E-05 79.319 79.31854 2.391E-05 92.262 92.26160 9. 696E-06 95.534 95.53396 1. 101E-06 100.000 100.00000 4. 530E-04 8.619 8.61880 1 .735E-04 25.840 25.84038 7. 863E-05 59.120 59.11960 4. 551E-05 83.471 83.47129 1. 927E-05 93.135 93.13515 8. 882E-06 96.730 96.72993 3. 979E-04 8.649 8.64853 1.391E-04 25.996 25.99588 7.431E-05 59.124 59.12417 3. 966E-05 84.084 84.08414 1. 796E-05 93.490 93.48959 7. 796E-06 96.767 96.76653 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
CALCULATION NO. BYR04-050, BRW-04-0044-M MINORREV.
NO. lB APPENDIX BB-7 ] PAGE NO. 78 of 16071 PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY ERROR IN NORMAL TRANSFORMATION FOR A( 68)= 100.00000 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 3)= 12.365 1. 869E-03 1. 083E-03 7. 458E-04 4 199E-04 2. 943E-04 2. 278E-04 1. 864E-04 1. 623E-04 1. 428E-04 1. 265E-04 1. 123E-04 1. OOOE-04 8. 920E-05 8. 064E-05 7. 266E-05 6. 509E-05 5. 774E-05 5. 053E-05 4.235E-05 7. 458E-04 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 5.0 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 5.00 K= 17 FIVEXQ(K)=
7.458E-04 FIVEPR (K) = 5.000 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO.79 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
FIVE PERCENT OVERALL SITE LIMIT BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.2.253E-03 1.474E-03 0.043 0.089 0.04345 0,08918 3.190E-04 2.917E-04 8.655 10.302 8.65538 10,30185 1.376E-04 1.303E-04 26.005 35.568 26.00503 35,56825 7.093E-05 7.018E-05 59.627 59.655 59.62723 59,65467 3.829E-05 3.570E-05 84.349 85.541 84.34940 85.54082 1.746E-05 1.615E-05 93.524 93.727 93.52389 93.72740 6.686E-06 5.881E-06 98.006 98.029 98.00592 98.02879 X/Q PERCENTILES
: 8. 570E-04 0.096 0.09604 2.586E-04 12.374 12.37366 1.162E-04 35.591 35.59112 6. 796E-05 66.892 66.89227 3.419E-05 88.976 88.97552 1.545E-05 94.423 94.42257 5. 361E-06 99.088 99.08754 7. 671E-04 1.788 1.78825 2. 305E-04 14.272 14.27167 1. 127E-04 38.788 38.78801 6. 567E-05 69.611 69.61122 2. 862E-05 89.858 89.85822 1.444E-05 94.471 94.47060 4.477E-06 99.598 99.59749 5.195E-04 2.897 2.89732 2. 174E-04 14.690 14.69014 9. 806E-05 46.021 46.02103 5. 449E-05 75.625 75.62541 2. 858E-05 89.899 89.89938 1.328E-05 94.729 94.72899 3. 363E-06 99.936 99.93593 5.092E-04 3.270 3.27007 1. 976E-04 18.649 18.64852 9. 321E-05 46.149 46.14908 5. 032E-05 75.694 75.69402 2.74 9E-05 90.766 90.76606 1.291E-05 95.134 95.13375 3. 175E-06 99.945 99.94508 5. 018E-04 5.374 5.37388 1.735E-04 19.138 19.13789 9. 028E-05 54.397 54.39742 4.933E-05 78.024 78.02424 2. 560E-05 91.768 91.76765 1 .119E-05 95.280 95.28010 2. 704E-06 99.973 99.97251 3. 979E-04 5.404 5.40361 1.504E-04 23.988 23.98811 8. 729E-05 54.404 54.40428 4. 743E-05 79.319 79.31854 2. 391E-05 92.262 92.26160 9. 696E-06 95.534 95.53393 1.101E-06 100.000 99.99995 OR EXCEEDED.3.953E-04 5.886 5.88612 1.473E-04 25.840 25.84038 7.863E-05 59.120 59.11958 4.551E-05 83.471 83.47129 1.927E-05 93.135 93.13514 8.882E-06 96.730 96.72990 3. 398E-04 8.649 8.64852 1.391E-04 25.996 25.99588 7.431E-05 59.124 59.12415 3. 966E-05 84.084 84.08414 1. 796E-05 93.490 93.48959 7. 796E-06 96.767 96.76649 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 80 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 3)= 18.652 K 18 18 18 18 18 18 18 18 I XQSAVE(K,I) 1 -6.09537 2 -7.59738 3 -8.52936 4 -8.94587 5 -9.31262 6 -9.63092 7 -9.99767 8 -10.28369 9. 383E-04 6. 359E-04 5. 174E-04 3. 279E-04 2. 386E-04 1. 899E-04 1. 662E-04 1. 474E-04 1. 319E-04 1. 192E-04 1. 081E-04 9. 821E-05 8. 920E-05 8. 064E-05 7. 266E-05 6. 509E-05 5. 774E-05 5. 053E-05 4.235E-05 5. 174E-04 XQINT(K,I)
XQSLOP (K, I)-9.00325 -0.87322-9.68374 -1.29589-9.24120 -0.79911-9.22838 -0.76442-9.22551 -0.79051-9.22209 -0.79718-8.89545 -1.13291 NUMXQ(K)=
8 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 5.0 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 5.00 K= 18 FIVEXQ(K)=
5.174E-04 K 1 2 3 4 5 6 7 8 9 10 HIGHPR-2.81988-1.75742-2.79697-2.67341-2.57624-2.79281-2.99900-3.13939-3.19979-3.17950 PR 0.24021 3.94233 0.25793 0.37542 0.49942 0.26127 0.13544 0.08466 0.06877 0.07377 FIVEPR(K)=
5.000 GRNDVT(K)4.22800 5.26942 6.10231 5.98233 5.25961 4.65728 4.98165 6.51959 6.53955 7.74017 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO.81 of 160f.1 12 13 14 15 16 K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16-3.12734-2.76312-2.73655-2.62932-2.69567-2.77938 HOURS (K)21.04263 345.34800 22.59442 32.88678 43.74879 22.88734 11.86451 7.41591 6.02441 6.46249 7.72658 25.07666 27.19497 37.47427 30.76847 23.85486 0.08820 0.28626 0.31044 0.42779 0.35124 0.27232 5. 87912 7.24032 8.51913 9.11977 6.29520 5.66654 TOTHRS 21.04263 366.39060 388.98500 421.87180 465.62060 488.50790 500.37240 507.78830 513.81270 520.27520 528.00180 553.07840 580.27340 617.74760 648.51610 672.37100 K FIVEXQ SVANN 1 3.377E-04 4.555E-06 2 3.020E-04 4.650E-06 3 3.794E-04 5.897E-06 4 4.962E-04 7.880E-06 5 5.707E-04 8.804E-06 SLTIME TIMINT-0.5135 -7.6374-0.4977 -7.7601-0.4966 -7.5326-0.4941 -7.2661-0.4975 -7.1238 TIME 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 XQT-8.70527-9.06123-9.83362-10.94259-8.79515-9.14016-9.88881-10.96367-8.56532-8.90955-9.65651-10.72895-8.29349-8.63594-9.37903-10.44592-8.15833-8.50318-9.25147-10.32583 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 82 of 160 6 4.306E-04 6.280E-06 7 2.922E-04 4.500E-06 8 2.294E-04 4.280E-06 9 1.886E-04 3.427E-06 10 2.142E-04 3.939E-06 11 2.046E-04 3.502E-06 12 4.637E-04 6.082E-06 13 4.715E-04 7.700E-06 14 5.370E-04 8.960E-06 15 4.681E-04 6.713E-06 16 3.556E-04 5.289E-06-0.5042 -7.4007-0.4977 -7.7932-0.4748 -8.0508-0.4780 -8.2445-0.4766 -8.1181-0.4851 -8.1580-0.5169 -7.3180-0.4907 -7.3195-0.4882 -7.1911-0.5062 -7.3160-0.5019 -7.5938 1 2 3 4 1 2 3 4 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0-8.44923-8.79873-9.55711-10.64596-8.82813-9.17311-9.92171-10.99650-9.03825-9.36739-10.08160-11.10703-9.23849-9.56981-10.28875-11.32097-9.10917-9.43952-10.15633-11.18551-9.16683-9.50309-10.23276-11.28038-8.39277-8.75104-9.52845-10.64462-8.33990-8.68004-9.41811-10.47780-8.20623-8.54460-9.27884-10.33302-8.36861-8.71949-9.48087-10.57402 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB T APPENDIX BB-7 I PAGE NO. 83 of 160 17 7.458E-04 8.960E-06
-0.5273 -6.8356 18 5.174E-04 8.960E-06
-0.4837 -7.2313 1 8.0 2 16.0 3 72.0 4 624.0 1 8.0 2 16.0 3 72.0 4 624.0-8.63744-8.98531-9.74016-10.82395-7.93213-8.29764-9.09078-10.22954-8.23722-8.57252-9.30009-10.34471 1 2 3 4 8.0 16.0 72.0 624.0 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-7 PAGE NO. 84 o f 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 RELATIVE CONCENTRATION (X/Q) VALUES (SEC/CUBIC METER)VERSUS AVERAGING TIME DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE MAX X/Q DISTANCE (METERS)485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.485.0-2 HOURS 3. 38E-04 3. 02E-04 3 .79E-04 4 96E-04 5. 71E-04 4. 31E-04 2. 92E-04 2 .29E-04 1 .89E-04 2. 14E-04 2. 05E-04 4. 64E-04 4. 71E-04 5. 37E-04 4 .68E-04 3. 56E-04 5. 71E-04 7.4 6E-04 5.17E-04 0-8 HOURS 1. 66E-04 1. 51E-04 1. 91E-04 2.50E-04 2.86E-04 2. 14E-04 1. 47E-04 1. 19E-04 9.72E-05 1.I1E-04 1.04E-04 2.26E-04 2. 39E-04 2.73E-04 2. 32E-04 1.77E-04 3. 59E-04 2. 65E-04 8-24 HOURS 1.16E-04 1. 07E-04 1. 35E-04 1. 78E-04 2. 03E-04 1. 51E-04 1. 04E-04 8. 55E-05 6.98E-05 7.95E-05 7.46E-05 1.58E-04 1.70E-04 1.95E-04 1.63E-04 1.25E-04 1-4 DAYS 5. 36E-05 5. 07E-05 6.40E-05 8. 45E-05 9. 60E-05 7. 07E-05 4. 91E-05 4.18E-05 3.40E-05 3. 88E-05 3. 60E-05 7.28E-05 8.12E-05 9.34E-05 7. 63E-05 5.89E-05 1.13E-04 9.14E-05 4-30 DAYS 1.77E-05 1. 73E-05 2. 19E-05 2. 91E-05 3. 28E-05 2. 38E-05 1. 68E-05 1.50E-05 1.21E-05 1.39E-05 1.26E-05 2. 38E-05 2.82E-05 3. 25E-05 2.56E-05 1. 99E-05 TOTAL HC 3.61E-05 3.22E-05 HOURS PER YEAR MAX 0-2 HR X/Q IS EXCEEDED ANNUAL AVERAGE IN SECTOR 4.55E-06 21.0 4.65E-06 345.3 5.90E-06 22.6 7.88E-06 32.9 8.80E-06 43.7 6.28E-06 22.9 4.50E-06 11.9 4.28E-06 7.4 3.43E-06 6.0 3.94E-06 6.5 3.50E-06 7.7 6.08E-06 25.1 7.70E-06 27.2 8.96E-06 37.5 6.71E-06 30.8 5.29E-06 23.9)URS AROUND SITE: 672.4 DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE SRP 2.3.4 SITE LIMIT 485.2.49E-04 1. 89E-04 8.96E-06 8. 96E-06 THE FIVE-PERCENT-FOR-THE-ENTIRE-SITE X/Q IS LIMITING.**NOTE**:
VALUES ON THIS PAGE ARE APPROXIMATIONS ONLY.CHECK THE REASONABLENESS OF THE ENVELOPES COMPUTED FOR THE 0-2 HOUR VALUES. FOR ANY FAULTY ENVELOPES, ADJUST THE ABOVE VALUES.
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 PAGE NO.85 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE S SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A B B B B B B C C C C C C C C D D D D D D D D D E E E E E 3.0 4.0 5.0 6.0 8.0 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.4 1.0 1.5 2.0 3.0 1.46 1.78 1.68 0.65 0.11 0.16 1.14 1.24 0.54 0.49 0.11 0.05 0.59 1.14 1.46 1.03 0.54 0.22 0.05 0.49 1.68 3.84 9.03 8.98 5.41 3.84 1.78 0.54 0.01 2.33 4.54 5.35 10.17 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0..320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 32.3 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 179.1 179.1 179.1 179.1 135.6 3.294E-07 2.480E-07 1. 988E-07 1. 660E-07 1.247E-07 3.125E-06 2. 089E-06 1 .573E-06 1.261E-06 1.053E-06 7. 912E-07 1.081E-05 8.223E-06 5.4 98E-06 4.139E-06 3. 318E-06 2.771E-06 2. 082E-06 1. 674E-06 3.389E-05 2.295E-05 1. 753E-05 1.371E-05 1.142E-05 9.848E-06 8. 699E-06 6.538E-06 5.257E-06 1. 568E-04 5. 339E-05 3. 616E-05 2.752E-05 2. 430E-05 3.289E-07 2. 476E-07 1.985E-07 1. 658E-07 1 .246E-07 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7. 840E-07 1.055E-05 8.029E-06 5. 368E-06 4.041E-06 3.240E-06 2.706E-06 2. 033E-06 1. 634E-06 4.657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8.088E-06 6. 076E-06 4.886E-06 2. 653E-04 9. 030E-05 6. 115E-05 4.654E-05 3. 112E-05 3 .289E-07 2 .476E-07 1. 985E-07 1. 658E-07 1 .246E-07 3. 096E-06 2. 070E-06 1. 558E-06 1.250E-06 1.044E-06 7. 840E-07 1. 055E-05 8 .029E-06 5.368E-06 4.041E-06 3.240E-06 2 .706E-06 2. 033E-06 1. 634E-06 3. 389E-05 2 .295E-05 1. 753E-05 1 .371E-05 1. 142E-05 9. 685E-06 8. 088E-06 6. 076E-06 4.886E-06 1.568E-04 5. 339E-05 3. 616E-05 2.752E-05 2. 430E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M
-MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 86 of 160 E E E E E E F F F F F G G G G G G 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 0.4 1.0 1.5 2.0 3.0 4.0 6.76 2.49 2.11 1.46 0.76 0.05 0.08 3.46 2.43 2.43 1.14 0.07 2.81 0.97 0.43 0.05 0.05 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 13.7 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 147.9 147.9 147.9 147.9 87.7 63.6 2. 178E-05 1 973E-05 1 805E-05 1. 363E-05 1. 096E-05 4 .464E-06 2. 804E-04 9. 546E-05 6.4 65E-05 4. 920E-05 4 .786E-05 4 480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 9. 194E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 9. 474E-06 3. 858E-06 5.061E-04 1.723E-04 1. 167E-04 8. 879E-05 5. 937E-05 8.550E-04 2. 911E-04 1. 971E-04 1.500E-04 1.003E-04 7. 549E-05 2. 178E-05 1. 878E-05 1. 568E-05 1. 178E-05 9. 474E-06 3. 858E-06 2. 804E-04 9. 546E-05 6.465E-05 4.920E-05 4. 786E-05 4 480E-04 1. 525E-04 1 .033E-04 7. 859E-05 8. 860E-05 7. 549E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGENO. 87 of 160 I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OFREGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
S SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 1.033E-04 9.546E-05 8.860E-05 7.859E-05 7.549E-05 6.465E-05 0.072 0.147 0.157 2.970 3.943 7.405 7.459 7.891 7.946 10.379 0.00305 0.00623 0.00664 0.12556 0.16672 0.31307 0.31536 0.33365 0.33594 0.43884 5.339E-05 4.920E-05 4.786E-05 3.616E-05 3.389E-05 2.752E-05 2.430E-05 2.295E-05 2.178E-05 1.878E-05 12.705 15.139 16.275 20.818 21.305 26.659 36.827 38.504 45.265 47.753 0.53717 0.64008 0.68810 0.88019 0.90077 1.12716 1.55707 1.62796 1.91380 2.01899 1.753E-05 1.568E-05 1.371E-05 1.178E-05 1.142E-05 1.055E-05 9.685E-06 9.474E-06 8.088E-06 8.029E-06 51.593 53.702 62.735 64.195 73.173 73.227 78.636 79.393 83.233 83.828 2.18135 2.27054 2.65243 2.71417 3.09377 3.09606 3.32473 3.35675 3.51911 3.54426 6.076E-06 5.368E-06 4.886E-06 4.041E-06 3.858E-06 3.240E-06 3.096E-06 2.706E-06 2.070E-06 2.033E-06 85.613 86.749 87.290 88.750 88.804 89.832 89.994 90.535 91.671 91.887 3.61972 3.66775 3.69061 3.75236 3.75464 3.79809 3.80495 3.82782 3.87584 3.88499 1.634E-06 1.558E-06 1.250E-06 1.044E-06 7.840E-07 3.289E-07 2.476E-07 1.985E-07 1.658E-07 1.246E-07 91.941 93.185 93.726 94.213 94.321 95.781 97.566 99.243 99.892 100.000 3.88727 3.93987 3.96274 3.98332 3.98789 4.04963 4.12510 4.19599 4.22343 4.22800 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR EXCEEDED CHI/Q WITH RESPECT TO WHEN THE WIND BLOWS SEC/CUBIC METER THE TOTAL TIME INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB T APPENDIX BB-7 I PAGE NO. 88 of 160 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)3)=4)5)=6)=7)=8)=0.125 0.313 0.687 1.912 3.091 3.354 3.541 K 1 1 1 1 1 1 1 1 I XQSAVE(K, 1 -7.710 2 -8.788: 3 -9.256 4 -9.947: 5 -10.7346 6 -11.380 7 -11.567(8 -11.7325 2.152E-04 1. 517E-04 1. 173E-04 7. 386E-05 5. 155E-05 4.117E-05 3. 483E-05 3. 028E-05 2.682E-05 2.409E-05 2.188E-05 1.913E-05 1.686E-05 1.500E-05 1.345E-05 1.214E-05 1.079E-05 9. 257E-06 I) XQINT(K,I)
XQSLOP(K,I) 82 -12.09005
-1.09243 38 -13.70105
-1.62547 77 -16.24183
-2.55475 34 -14.90189
-2.01091 63 -17.27135
-3.15429 39 -20.94877
-5.12335 01 -23.90543
-6.73796 51 NUMXQ(K)=
8 0.042 0.127 0.211 0.423 0.634 0.846 1.057 1.268 1.480 1.691 1. 903 2.114 2.325 2.537 2.748 2. 960 3.171 3.382 0.5 5.72E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 11.83 6.377E-05 ANNUAL AVERAGE =K= 1 FIVEXQ(K)=
6.377E-05 FIVEPR(K)=11.826 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB T APPENDIX BB-7 I PAGE NO. 89 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 1i ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A B B B B B B C C C C C C C D D D D D D D D D E E E E E 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.4 1.0 1.5 2.0 3.0 0.22 0.65 1.78 1.74 0.43 0.04 0.04 0.13 0.74 1.13 0.87 0.52 0.13 0.56 1.08 1.17 0.78 0.52 0.17 0.91 2.21 3.04 9.63 8.51 8.42 6.42 2.86 0.04 0.01 2.17 4.08 5.42 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 4.927E-07 3.294E-07 2. 480E-07 1. 988E-07 1. 660E-07 1 .247E-07 4.107E-06 3. 125E-06 2. 089E-06 1. 573E-06 1.261E-06 1. 053E-06 1.081E-05 8.223E-06 5. 498E-06 4.139E-06 3.318E-06 2.771E-06 2. 082E-06 3.389E-05 2.295E-05 1. 753E-05 1.371E-05 1.142E-05 9. 848E-06 8. 699E-06 6. 538E-06 5.257E-06 1.568E-04 5.339E-05 3. 616E-05 2. 752E-05 2. 430E-05 4. 919E-07 3. 289E-07 2. 476E-07 1. 985E-07 1. 658E-07 1.246E-07 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 1.055E-05 8. 029E-06 5. 368E-06 4.041E-06 3. 240E-06 2. 706E-06 2. 033E-06 4.657E-05 3.154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 4.886E-06 2. 653E-04 9.030E-05 6. 115E-05 4. 654E-05 3. 112E-05 4.919E-07 3 .289E-07 2.476E-07 1. 985E-07 1. 658E-07 1 .246E-07 4.069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 1. 055E-05 8. 029E-06 5. 368E-06 4. 041E-06 3 .240E-06 2. 706E-06 2. 033E-06 3.38 9E-05 2. 295E-05 1. 753E-05 1.371E-05 1.142E-05 9. 685E-06 8. 088E-06 6. 076E-06 4. 886E-06 1. 568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2.430E-05 0.0.0.0.0.91.5 32.3 179.1 91.5 32.3 179.1 91.5 32.3 179.1 91.5 32.3 179.1 91.5 32.3 135.6 10.33 1810.
I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 90 of 160 1 E E E E E F F F F F F G G G G G 4.0 5.0 5.9 7.9 9.8 0.4 1.0 1.5 2.0 3.0 9.8 0.4 1.0 1.5 2.0 3.0 5.60 3.78 2.26 3.08 0.61 0.04 1.95 1.30 1.04 0.39 0.17 0.05 1.91 0.87 0.13 0.04 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 113.9 100.8 92.0 91.5 91.5 153.8 153.8 153.8 153.8 105.7 63.2 147.9 147.9 147.9 147.9 87.7 2.178E-05 1. 973E-05 1 .805E-05 1. 363E-05 1. 096E-05 2.804E-04 9.546E-05 6. 465E-05 4.920E-05 4.786E-05 2.439E-05 4.480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8 .860E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 9. 474E-06 5. 061E-04 1. 723E-04 1. 167E-04 8 .879E-05 5. 937E-05 1. 807E-05 8.550E-04 2. 911E-04 1. 971E-04 1. 500E-04 1.003E-04 2. 178E-05 1.878E-05 1. 568E-05 1.178E-05 9. 474E-06 2. 804E-04 9. 546E-05 6. 465E-05 4.920E-05 4.786E-05 1.807E-05 4.480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8.860E-05
-I I (7A1CIJIATION NO RYRO4-OSO RRW-04-0044-M I MINOR REV. NO. 18 I APPENDIX BB-7 I P-AGtE NO. 91 or 160 I I CALCULATION NO BYR04-050 BR: 0044-M I MINOR REV. NO. I B USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 0.049 0.00258 4. 920E-05 9.518 0.50152 1.753E-05 45.450 2.39496 6. 076E-06 87.936 4.63370 1.558E-06 93.751 4.94012 2.804E-04 0.091 0.00482 4 .786E-05 9.908 0.52210 1.568E-05 47.707 2.51387 5.368E-06 89.021 4.69087 1.250E-06 94.619 4.98586 1. 568E-04 0.101 0.00530 3. 616E-05 13.988 0.73706 1.371E-05 57.341 3.02153 4.886E-06 89.064 4.69315 1.044E-06 95.140 5.01330 1. 525E-04 2.010 0.10591 3. 389E-05 14.899 0.78508 1. 178E-05 60.422 3.18389 4. 069E-06 89.107 4.69544 4. 919E-07 95.357 5.02473 1. 033E-04 2.878 0.15165 2. 752E-05 20.323 1.07093 1.142E-05 68.928 3.63210 4.041E-06 90.279 4.75718 3.289E-07 96.007 5.05904 9.54 6E-05 4.831 0.25455 2. 430E-05 30.652 1.61518 1. 055E-05 69.058 3.63896 3. 240E-06 91.060 4.79835 2. 476E-07 97.787 5.15279 8.860E-05 4.874 0.25684 2 .295E-05 32.865 1.73180 9. 685E-06 77.477 4.08259 3. 096E-06 91.190 4.80521 1. 985E-07 99.523 5.24426 7. 859E-05 5.004 0.26370 2.178E-05 38.463 2.02679 9. 474E-06 78.085 4.11460 2. 706E-06 91.711 4.83265 1. 658E-07 99.957 5.26713 OR EXCEEDED.6.465E-05 6.306 0.33230 1.878E-05 42.239 2.22574 8.088E-06 84.507 4.45304 2.070E-06 92.449 4.87152 1.246E-07 100.000 5.26942 5.339E-05 8.476 0.44664 1.807E-05 42.412 2.23489 8.02 9E-06 85.071 4.48277 2. 033E-06 92.623 4.88067 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 92 of 160 1 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=6)=7)=8)=0.106 0.254 1.070 2.025 3.629 4.079 K I XQSAVE(K,I) 2 1 -7.71082 2 2 -8.78838 2 3 -9.25677 2 4 -10.50075 2 5 -10.62522 2 6 -10.73463 2 7 -11.38039 2 8 -11.54497 1. 908E-04 1. 237E-04 9. 286E-05 5. 212E-05 3. 642E-05 2. 793E-05 2.587E-05 2.446E-05 2.280E-05 2.089E-05 1.841E-05 1.642E-05 1.477E-05 1.339E-05 1.222E-05 1.117E-05 1.014E-05 5.453E-05 ANNUAL AVERAGE = 6.XQINT(K,I)
XQSLOP(K,I)
-12.18668
-1.10571-14.08399
-1.72304-16.21843
-2.48491-12.29200
-0.77848-13.16077
-1.18424-15.95933
-2.55027-16.86238
-3.05323 NUMXQ(K)=
8 0.053 0.158 0.263 0 .527 0.790 1.054 1.317 1.581 1.844 2.108 2.371 2.635 2.898 3.162 3.425 3.689 3.952 0.5 06E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 9.49 K= 2 FIVEXQ(K)=
5.453E-05 FIVEPR(K)=
9.489 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B APPENDIX BB-7 I PAGE NO. 93 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS A A A A A A B B B B B B B B C C C C C C D D D D D D D D E E E E E 1.5 2.0 3.0 4.0 5.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 2.0 3.0 0.07 0.52 2.51 2.06 0.94 0.19 0.04 0.15 0.34 1.16 1.27 0.49 0.11 0.04 0.11 0.86 1.50 1.35 0.86 0.15 0.56 3.37 4.83 11.80 9.82 7.34 4.16 0.49 0.01 3.19 5.47 5.85 7.57 METERS 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 32.3 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 179.1 179.1 179.1 179.1 135.6 6. 474E-07 4. 927E-07 3.294E-07 2. 480E-07 1. 988E-07 1. 660E-07 6. 064E-06 4. 107E-06 3. 125E-06 2 089E-06 1 .573E-06 1 .261E-06 1. 053E-06 7. 912E-07 1. 081E-05 8 .223E-06 5. 498E-06 4 139E-06 3.318E-06 2. 771E-06 3.389E-05 2.295E-05 1. 753E-05 1.371E-05 1.142E-05 9. 848E-06 8. 699E-06 6. 538E-06 1. 568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2. 430E-05 6.4 65E-07 4. 919E-07 3.289E-07 2. 476E-07 1.985E-07 1. 658E-07 6. 008E-06 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7. 840E-07 1.055E-05 8. 029E-06 5.368E-06 4. 041E-06 3. 240E-06 2.706E-06 4. 657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1. 208E-05 9. 685E-06 8. 088E-06 6. 076E-06 2. 653E-04 9.030E-05 6. 115E-05 4. 654E-05 3. 112E-05 6. 465E-07 4 919E-07 3. 289E-07 2 476E-07 1. 985E-07 1. 658E-07 6. 008E-06 4. 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1 .250E-06 1. 044E-06 7. 840E-07 1 .055E-05 8. 029E-06 5. 368E-06 4. 041E-06 3 .240E-06 2. 706E-06 3. 389E-05 2 .295E-05 1.753E-05 1. 371E-05 1.142E-05 9. 685E-06 8. 088E-06 6. 076E-06 1.568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2.430E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 94 of 160 E E E E E F F F F F F F F G G G 4.0 5.0 5.9 7.9 9.8 0.4 1.0 1.5 2.0 3.0 4.0 7.9 9.8 0.4 1.0 1.5 5.73 2.47 1.76 2.81 0.11 0.07 3.15 1.39 0.37 0.15 0.04 0.04 0.30 0.05 1.99 0.37 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 113.9 100.8 92.0 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 63.2 63.2 147.9 147.9 147.9 2. 178E-05 1. 973E-05 1. 805E-05 1. 363E-05 1. 096E-05 2. 804E-04 9. 546E-05 6.465E-05 4. 920E-05 4. 786E-05 4. 545E-05 3. 033E-05 2. 439E-05 4 .480E-04 1.525E-04 1.033E-04 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 9. 474E-06 5. 061E-04 1.723E-04 1.167E-04 8.879E-05 5. 937E-05 4.469E-05 2.248E-05 1.807E-05 8.550E-04 2. 911E-04 1. 971E-04 2. 178E-05 1. 878E-05 1. 568E-05 1. 178E-05 9. 474E-06 2.804E-04 9 .546E-05 6. 465E-05 4.920E-05 4.786E-05 4.469E-05 2. 248E-05 1.807E-05 4.480E-04 1. 525E-04 1. 033E-04 I I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 [ PAGE NO.95 of 16U I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: 13raidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), II ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 0.051 0.00311 4 .469E-05 10.775 0.65754 1.753E-05 46.975 2.86655 6.076E-06 86.247 5.26307 1.250E-06 93.555 5.70899 2. 804E-04 0.119 0.00729 3. 616E-05 16.246 0.99140 1.568E-05 48.736 2.97403 6. 008E-06 86.285 5.26536 1.044E-06 93.667 5.71585 1.568E-04 0.133 0.00810 3. 389E-05 16.808 1.02571 1.371E-05 60.540 3.69435 5. 368E-06 87.784 5.35683 7. 840E-07 93.704 5.71814 1.525E-04 2.119 0.12930 2. 752E-05 22.654 1.38244 1. 178E-05 63.351 3.86586 4. 069E-06 87.933 5.36598 6. 465E-07 93.779 5.72271 1.033E-04 2.494 0.15216 2.430E-05 30.224 1.84437 1. 142E-05 73.169 4.46499 4.041E-06 89.283 5.44830 4. 919E-07 94.304 5.75472 9.546E-05 5.641 0.34425 2.295E-05 33.597 2.05017 1.055E-05 73.281 4.47185 3.240E-06 90.144 5.50089 3.289E-07 96.815 5.90794 6. 465E-05 7.028 0.42886 2.248E-05 33.634 2.05246 9. 685E-06 80.626 4.92006 3. 096E-06 90.482 5.52148 2. 476E-07 98.876 6.03371 5. 339E-05 10.213 0.62324 2.178E-05 39.368 2.40234 9. 474E-06 80.739 4.92692 2. 706E-06 90.632 5.53062 1. 985E-07 99.813 6.09088 4. 920E-05 10.588 0.64610 1.878E-05 41.841 2.55326 8.088E-06 84.898 5.18075 2. 070E-06 91.793 5.60151 1. 658E-07 100.000 6.10231 4.78 6E-05 10.738 0.65525 1.807E-05 42.141 2.57156 8. 029E-06 85.760 5.23334 1.558E-06 93.067 5.67926 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 96 of 160 HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
SLOPE LT -1.0 FOR LOW PERCENTAGES.
SLOPE LT -1.0 FOR LOW PERCENTAGES.
SLOPE LT -1.0 FOR LOW PERCENTAGES.
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE 2) =XSAVE 3) =XSAVE( 4)=XSAVE 6) =XSAVE 7) =0.129 0.344 1.842 4.461 4.916 K I XQSAVE(K,I) 3 1 -7.71082 3 2 -8.78838 3 3 -9.25677 3 4 -10.62522 3 5 -10.73463 3 6 -11.38039 3 7 -11.54497 1.939E-04 1.298E-04 1.014E-04 6.171E-05 4.452E-05 3.496E-05 2.879E-05 2.446E-05 2.288E-05 2.144E-05 1.906E-05 1.712E-05 1.551E-05 1.415E-05 1.299E-05 1.199E-05 1.095E-05 9.815E-06 7.205E-05 ANNUAL AVERAGE = 7.XQINT(K,I)
XQSLOP(K,I)
-12.06573
-1.08759-13.33164
-1.50768-15.26786
-2.22407-12.70037
-0.99411-15.32931
-2.32361-17.40055
-3.54236 NUMXQ(K)=
7 0.061 0.183 0.305 0.610 0.915 1.220 1.526 1.831 2.136 2.441 2.746 3.051 3.356 3. 661 3.967 4.272 4.577 4.882 0.5 70E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 8.19 K= 3 FIVEXQ(K)=
7.205E-05 FIVEPR(K)=
8.194 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 97 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WSW SECTOR.STABILITY WINDSPEED FREQUENCY CLASS METER/SEC PERCENT AT 10.0 METERS DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)A A A A A A B B B B B B C C C C C C D D D D D D D E E E E E E E E 1.5 2.0 3.0 4.0 5.0 6.0 1.5 2.0 3.0 4.0 5.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 0.11 0.61 1.68 0.73 0.11 0.04 0.23 0.57 1.34 0.54 0.15 0.11 0.08 0.38 0.76 1.57 0.54 0.08 1.38 5.01 7.45 13.11 7.76 3.52 0.76 0.02 4.74 10.05 8.98 10.02 3.71 1.30 0.57 METERS 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810, 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 6.474E-07 4. 927E-07 3.294E-07 2.480E-07 1. 988E-07 1.660E-07 4.107E-06 3. 125E-06 2. 089E-06 1 .573E-06 1.261E-06 1. 053E-06 1. 596E-05 1. 081E-05 8.223E-06 5. 498E-06 4.139E-06 3.318E-06 3. 389E-05 2.295E-05 1. 753E-05 1.371E-05 1. 142E-05 9. 848E-06 8. 699E-06 1.568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2. 430E-05 2. 178E-05 1. 973E-05 1. 805E-05 6. 465E-07 4. 919E-07 3 .289E-07 2. 476E-07 1. 985E-07 1. 658E-07 4. 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1. 250E-06 1. 044E-06 1. 558E-05 1. 055E-05 8. 029E-06 5. 368E-06 4 .041E-06 3. 240E-06 4. 657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1. 208E-05 9. 685E-06 8. 088E-06 2. 653E-04 9. 030E-05 6. 115E-05 4.654E-05 3. 112E-05 2. 342E-05 1.878E-05 1.568E-05 6.4 65E-07 4. 919E-07 3.289E-07 2 .476E-07 1. 985E-07 1. 658E-07 4. 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1 .250E-06 1. 044E-06 1.558E-05 1. 055E-05 8. 029E-06 5. 368E-06 4.041E-06 3 .240E-06 3. 389E-05 2 .295E-05 1. 753E-05 1 .371E-05 1.142E-05 9. 685E-06 8. 088E-06 1.568E-04 5. 339E-05 3. 616E-05 2.752E-05 2.430E-05 2.178E-05 1.878E-05 1.568E-05 USED I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 98 of 160 E F F F F F G G G G G 7.9 0.4 1.0 1.5 2.0 3.0 0.4 1.0 1.5 2.0 3.0 0.23 1810.0.09 4.36 2.87 0.42 0.15 0.08 3.10 0.54 0.11 0.04 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 153.8 153.8 153.8 153.8 105.7 147.9 147.9 147.9 147.9 87.7 2. 804E-04 9. 546E-05 6. 465E-05 4. 920E-05 4. 786E-05 4.480E-04 1.525E-04 1. 033E-04 7.859E-05 8. 860E-05 91.5 32.3 91.5 1.363E-05 1.178E-05 1.178E-05 5. 061E-04 1.723E-04 1.167E-04 8.879E-05 5. 937E-05 8. 550E-04 2. 911E-04 1. 971E-04 1.500E-04 1. 003E-04 2. 804E-04 9. 546E-05 6. 465E-05 4. 920E-05 4.786E-05 4. 480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO. 99 of 160fl USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 1.033E-04 9.546E-05 8.860E-05 0.079 0.174 0.194 3.290 3.825 8.183 8.221 0.00476 0.01042 0.01160 0.19683 0.22885 0.48954 0.49182 4.920E-05 4.786E-05 3.616E-05 3.389E-05 2.752E-05 2.430E-05 2.295E-05 16.363 16.516 26.569 27.945 36.928 46.943 51.951 0.97890 0.98805 1.58947 1.67179 2.20918 2.80831 3.10788 1.568E-05 1.558E-05 1.371E-05 1.178E-05 1.142E-05 1.055E-05 9.685E-06 64.986 65.062 78.173 78.403 86.162 86.545 90.061 3.88766 3.89224 4.67659 4.69032 5.15453 5.17740 5.38778 4.069E-06 4.041E-06 3.240E-06 3.096E-06 2.070E-06 1.558E-06 1.250E-06 93.387 93.922 93.999 94.572 95.910 96.445 96.598 5.58673 5.61874 5.62331 5.65762 5.73765 5.76967 5.77881 7. 859E-05 8.336 0.49868 2. 178E-05 55.659 3.32969 8. 088E-06 90.826 5.43351 1.044E-06 96.713 5.78567 6.4 65E-05 11.203 0.67019 1.878E-05 56.958 3.40744 8. 029E-06 91.590 5.47925 6.4 65E-07 96.827 5.79253 5. 339E-05 15.943 0.95375 1. 753E-05 64.412 3.85336 5. 368E-06 93.158 5.57300 4. 919E-07 97.439 5.82912 3. 289E-07 99.121 5.92974 2. 476E-07 99.847 5.97319 1. 985E-07 99.962 5.98005 1. 658E-07 100.000 5.98234 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 100 of 160 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)9)=0.197 0.489 2.207 2.806 3.105 3.327 4.673 5.151 K 4 4 4 4 4 4 4 4 4 I XQSAVE(K, 1 -7.710E 2 -8.7882 3 -9.256 4 -10.500 5 -10.6252 6 -10.681 7 -10.734i 8 -11.197 9 -11.380: 2. 223E-04 1.572E-04 1. 236E-04 8.197E-05 5. 957E-05 4.703E-05 3. 891E-05 3. 317E-05 2.88 9E-05 2. 641E-05 2. 484E-05 2. 345E-05 2. 198E-05 1. 971E-05 1. 769E-05 1. 599E-05 1. 453E-05 1. 313E-05 1. 172E-05 I) XQINT(K,I)
XQSLOP(K,I) 82 -11.83691
-1.05722 38 -13.29054
-1.56133 77 -14.88764
-2.17952 75 -12.94221
-1.21298 22 -13.05795
-1.27357 99 -13.87328
-1.71061 63 -16.12957
-2.94031 42 -17.72502
-3.89145 39 NUMXQ(K)=
9 0.060 0.179 0.299 0.598 0.897 1.196 1.496 1.795 2.094 2.393 2.692 2.991 3.290 3.589 3.889 4.188 4.487 4.786 5.085 0.5 1.02E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35. 000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 8.36 9. 396E-05 ANNUAL AVERAGE =K= 4 FIVEXQ(K)=
9.396E-05 FIVEPR(K)=
8.358 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 101 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE W SECTOR.STABILITY WINDSPEED FREQUENCY CLASS METER/SEC PERCENT AT 10.0 METERS DISTANCE TERRAIN HT EFF PLUME HT METERS METERS METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A B B B B B C C C C C C D D D D D D D D E E E E E E E E 2.0 3.0 4.0 5.0 1.5 2.0 3.0 4.0 5.0 1.0 1.5 2.0 3.0 4.0 5.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 0.91 1.96 0.87 0.35 0.26 0.87 1.26 0.65 0.17 0.04 0.43 1.04 2.13 0.70 0.17 1.00 5.57 7.13 8.57 4.61 1.13 0.13 0.04 0.03 6.09 12.39 8.74 7.61 2.43 0.57 0.09 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 4. 927E-07 3. 294E-07 2.480E-07 1. 988E-07 4. 107E-06 3. 125E-06 2. 089E-06 1. 573E-06 1.261E-06 1. 596E-05 1. 081E-05 8 .223E-06 5. 498E-06 4 139E-06 3. 318E-06 3. 389E-05 2.2 95E-05 1. 753E-05 1. 371E-05 1. 142E-05 9. 848E-06 8. 699E-06 6. 538E-06 1. 568E-04 5. 339E-05 3. 616E-05 2.752E-05 2. 430E-05 2.178E-05 1. 973E-05 1. 805E-05 4. 919E-07 3.289E-07 2 .476E-07 1. 985E-07 4.069E-06 3.096E-06 2.070E-06 1.558E-06 1.250E-06 1.558E-05 1.055E-05 8.029E-06 5. 368E-06 4.041E-06 3.240E-06 4.657E-05 3.154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 2.653E-04 9. 030E-05 6. 115E-05 4.654E-05 3. 112E-05 2.342E-05 1.878E-05 1.568E-05 4.919E-07 3.289E-07 2.476E-07 1. 985E-07 4.069E-06 3.096E-06 2.070E-06 1.558E-06 1.250E-06 1. 558E-05 1 .055E-05 8. 029E-06 5. 368E-06 4. 041E-06 3 .240E-06 3. 389E-05 2 .295E-05 1. 753E-05 1. 371E-05 1. 142E-05 9. 685E-06 8. 088E-06 6. 076E-06 1.568E-04 5. 339E-05 3. 616E-05 2.752E-05 2.430E-05 2.178E-05 1.878E-05 1.568E-05 F 0.4 0.14 1810.0. 0. 63.2 21.0 153.8 2.804E-04 5.061E-04 2.804E-04 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. IB I APPENDIX BB-7 I PAGE NO. 102 of 160 F F F F G G G G 1.0 1.5 2.0 3.0 0.4 1.0 1.5 2.0 6.22 6.26 1.22 0.26 0.10 3.96 2.83 1.09 1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 153.8 153.8 153.8 105.7 147.9 147.9 147.9 147.9 9. 546E-05 6. 465E-05 4. 920E-05 4. 786E-05 4. 480E-04 1.525E-04 1. 033E-04 7. 859E-05 1.723E-04 1.167E-04 8.879E-05 5. 937E-05 8.550E-04 2. 911E-04 1.971E-04 1.500E-04 9.546E-05 6 .465E-05 4. 920E-05 4.786E-05 4 .480E-04 1. 525E-04 1. 033E-04 7. 859E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 103 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
W SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 0.102 0.00534 4. 786E-05 28.175 1.48189 1.558E-05 73.739 3.87841 4.041E-06 92.783 4.88001 2. 804E-04 0.237 0.01245 3.616E-05 40.566 2.13361 1. 371E-05 82.305 4.32890 3.240E-06 92.957 4.88916 1.568E-04 0.262 0.01379 3. 389E-05 41.566 2.18621 1. 142E-05 86.913 4.57130 3. 096E-06 93.826 4.93489 1.525E-04 4.219 0.22188 2. 752E-05 50.305 2.64585 1.055E-05 87.348 4.59417 2. 070E-06 95.087 5.00121 1. 033E-04 7.045 0.37052 2.430E-05 57.914 3.04603 9. 685E-06 88.478 4.65362 1. 558E-06 95.739 5.03551 9.54 6E-05 13.262 0.69753 2.295E-05 63.479 3.33873 8. 088E-06 88.609 4.66048 1.250E-06 95.913 5.04466 7. 859E-05 14.349 0.75470 2. 178E-05 65.913 3.46679 8.029E-06 89.652 4.71536 4.919E-07 96.826 5.09268 6. 465E-05 20.610 1.08399 1.878E-05 66.479 3.49652 6. 076E-06 89.696 4.71765 3.289E-07 98.783 5.19558 OR EXCEEDED.5.339E-05 26.697 1.40414 1.753E-05 73.609 3.87155 5.368E-06 91.826 4.82970 2.476E-07 99.652 5.24132 4.920E-05 27.914 1.46817 1.568E-05 73.696 3.87612 4.069E-06 92.087 4.84342 1. 985E-07 100.000 5.25961 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: HANDCHECK GRAPH: HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 2)=SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 3)=SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 4)=0.222 0.697 1.403 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 T PAGE NO. 104 o f 160 0 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 5) =XSAVE 6) =XSAVE 7) =XSAVE 8) =XSAVE 9) =XSAVE (10) =2.131 3.336 3.464 3.868 4.325 4.568 K I XQSAVE(K,I) 5 1 -7.71082 5 2 -8.78838 5 3 -9.25677 5 4 -9.83784 5 5 -10.22758 5 6 -10.68199 5 7 -10.73463 5 8 -10.95135 5 9 -11.19742 5 10 -11.38039 2.395E-04 1.706E-04 1.427E-04 1.077E-04 8.650E-05 6. 830E-05 5. 651E-05 4. 801E-05 4. 160E-05 3. 665E-05 3. 264E-05 2. 937E-05 2. 665E-05 2. 435E-05 2. 221E-05 1 936E-05 1 683E-05 1. 460E-05 1.231E-05 1.100E-04 ANNUAL AVERAGE = 1 XQINT(K,I)
XQSLOP(K,I)
-11.76849
-1.04727-12.23565
-1.21144-14.70226
-2.21455-14.89658
-2.30301-14.98256
-2.34543-16.37066
-3.10246-18.53890
-4.29601-19.29725
-4.72538-23.34609
-7.08744 NUMXQ(K)=
10 0.053 0.158 0.263 0.526 0.789 1.052 1.315 1.578 1.841 2.104 2.367 2.630 2.893 3.156 3.419 3. 682 3.945 4.208 4.471 0.5 09E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 9.51 K= 5 FIVEXQ(K)=
1.100E-04 FIVEPR(K)=
: 9. 506 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B F APPENDIX BB-7 I PAGE NO. 105 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), ii ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WNW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS A A A A A A B B B B B C C C C C D D D D D D D D E E E E E E E E E 1.5 2.0 3.0 4.0 5.0 6.0 1.5 2.0 3.0 4.0 5.0 1.5 2.0 3.0 4.0 6.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 0.05 0.29 1.37 0.69 0.34 0.15 0.05 0.59 1.33 0.49 0.05 0.29 0.88 1.72 0.49 0.20 0.34 2.11 4.57 8.15 4.37 2.80 1.57 0.34 0.01 1.67 7.81 9.43 13.21 4.32 2.46 1.23 0.15 METERS 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 91.5 6. 474E-07 4. 927E-07 3.294E-07 2. 480E-07 1. 988E-07 1. 660E-07 4.107E-06 3. 125E-06 2. 089E-06 1 .573E-06 1.261E-06 1.081E-05 8. 223E-06 5. 498E-06 4.139E-06 2. 771E-06 3. 389E-05 2. 295E-05 1. 753E-05 1. 371E-05 1. 142E-05 9. 848E-06 8. 699E-06 6. 538E-06 1. 568E-04 5.339E-05 3. 616E-05 2. 752E-05 2.430E-05 2. 178E-05 1. 973E-05 1. 805E-05 1.363E-05 6.4 65E-07 4. 919E-07 3.289E-07 2. 476E-07 1. 985E-07 1. 658E-07 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.055E-05 8. 029E-06 5. 368E-06 4.041E-06 2.706E-06 4. 657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 2. 653E-04 9. 030E-05 6. 115E-05 4.654E-05 3. 112E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 6. 4 65E-07 4. 919E-07 3 289E-07 2 476E-07 1. 985E-07 1. 658E-07 4. 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1. 250E-06 1. 055E-05 8.02 9E-06 5.368E-06 4.041E-06 2 .706E-06 3. 389E-05 2 .295E-05 1 .753E-05 1. 371E-05 1. 142E-05 9. 685E-06 8.088E-06 6. 076E-06 1.568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2.430E-05 2.178E-05 1.878E-05 1.568E-05 1.178E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B [ APPENDIX BB-7 I PAGE NO. 106 of 160 F F F F F F G G G G G 0.4 1.0 1.5 2.0 3.0 4.0 0.4 1.0 1.5 2.0 3.0 0.06 2.95 7.22 7.37 2.41 0.05 0.06 2.26 2.36 1.47 0.29 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 153.8 153.8 153.8 153.8 105.7 83.8 147.9 147.9 147.9 147.9 87.7 2. 804E-04 9. 546E-05 6. 4 65E-05 4 920E-05 4. 786E-05 4. 545E-05 4.480E-04 1.525E-04 1.033E-04 7.859E-05 8.860E-05 5. 061E-04 1.723E-04 1.167E-04 8. 879E-05 5. 937E-05 4.469E-05 8. 550E-04 2. 911E-04 1. 971E-04 1.500E-04 1.003E-04 2.804E-04 9.546E-05 6. 465E-05 4.920E-05 4.786E-05 4.469E-05 4.480E-04 1.525E-04 1.033E-04 7.859E-05 8.860E-05 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-7 PAGE NO. 107 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 1.033E-04 9.546E-05 0.058 0.122 0.129 2.388 4.744 7.691 0.00270 0.00568 0.00601 0.11120 0.22096 0.35817 4.920E-05 4.786E-05 4.469E-05 3.616E-05 3.389E-05 2.752E-05 25.710 28.116 28.166 35.973 36.316 45.744 1.19741 1.30946 1.31175 1.67534 1.69135 2.13041 1.753E-05 1.568E-05 1.371E-05 1.178E-05 1.142E-05 1.055E-05 72.405 73.633 81.784 81.931 86.301 86.595 3.37212 3.42929 3.80889 3.81575 4.01927 4.03299 5.368E-06 4.069E-06 4.041E-06 3.096E-06 2.706E-06 2.070E-06 93.911 93.961 94.452 95.041 95.237 96.563 4.37372 4.37600 4.39887 4.42631 4.43546 4.49720 8.860E-05 7.985 0.37189 2.430E-05 58.952 2.74555 9. 685E-06 89.394 4.16334 1.558E-06 97.054 4.52007 7.859E-05 9.458 0.44049 2.295E-05 61.063 2.84388 8. 088E-06 90.965 4.23651 1.250E-06 97.103 4.52236 6.465E-05 16.676 0.77665 2.178E-05 65.384 3.04511 8. 029E-06 91.849 4.27767 6. 465E-07 97.152 4.52464 5.339E-05 18.345 0.85440 1.878E-05 67.839 3.15945 6. 076E-06 92.193 4.29368 4. 919E-07 97.447 4.53836 3.289E-07 98.822 4.60239 2.476E-07 99.509 4.63441 1. 985E-07 99.853 4.65042 1. 658E-07 100.000 4.65728 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY
..ACLTO.O.YR400 R -4044MI MNRRV O.l PEDXB- I .A.E.......
f...01 I CALCULATION NO. BYR04-050, BRW-04-0044-M 1 MINOR REV. NO. I B 1 APPENDIX BB-7 I PAGE NO. 108 of 160 1 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)--4)=5)=6)=7)=8)=9)=0.111 0.358 0.776 1.308 2.743 3.042 3.806 4.016 K 6 6 6 6 6 6 6 6 6 I XQSAVE(K, 1 -7.710 2 -8.788: 3 -9.256 4 -9.6465 5 -9.947: 6 -10.6252 7 -10.734i 8 -11.197'9 -11.380: 2. 012E-04 1. 397E-04 1.141E-04 8. 395E-05 6. 833E-05 5. 836E-05 5. 130E-05 4. 523E-05 3. 946E-05 3. 498E-05 3. 139E-05 2. 844E-05 2. 598E-05 2. 385E-05 2. 191E-05 1. 895E-05 1. 643E-05 1. 436E-05 1. 203E-05 I) XQINT(K,I)
XQSLOP(K,I) 82 -12.15629
-1.10103 38 -12.66776
-1.26824 77 -13.14771
-1.44669 51 -13.35526
-1.53245 34 -14.90897
-2.23111 22 -15.25415
-2.41089 63 -19.33111
-4.58571 42 -24.25202
-7.36008 39 NUMXQ(K)=
9 0.047 0.140 0.233 0.466 0.699 0.931 1.164 1.397 1.630 1.863 2.096 2.329 2.562 2.794 3.027 3.260 3.493 3.726 3.959 0.5 7.79E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 10.74 8. 103E-05 ANNUAL AVERAGE =K= 6 FIVEXQ(K)=
8.103E-05 FIVEPR(K)=I0.736 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 I PAGE NO. 109 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A A B B B B B B C C C C C C C C D D D D D D D D E E E E 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.4 1.0 1.5 0.14 0.64 1.47 0.87 0.28 0.09 0.32 0.05 0.46 1.47 0.55 0.32 0.23 0.05 0.23 0.60 1.79 0.73 0.41 0.23.0.23 0.18 1.10 3.03 8.72 6.06 4.45 3.72 1.79 0.00 0.96 2.75 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 6. 474E-07 4.927E-07 3. 294E-07 2. 480E-07 1. 988E-07 1. 660E-07 1.247E-07 4. 107E-06 3.125E-06 2. 089E-06 1. 573E-06 1.261E-06 7. 912E-07 1. 596E-05 1. 081E-05 8 .223E-06 5. 498E-06 4. 139E-06 3. 318E-06 2. 771E-06 2 .082E-06 3. 389E-05 2.295E-05 1. 753E-05 1. 371E-05 1.142E-05 9. 848E-06 8. 699E-06 6. 538E-06 1.568E-04 5. 339E-05 3. 616E-05 6.4 65E-07 4. 919E-07 3.289E-07 2. 476E-07 1. 985E-07 1. 658E-07 1.246E-07 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 7.840E-07 1. 558E-05 1.055E-05 8. 029E-06 5. 368E-06 4.041E-06 3.240E-06 2.706E-06 2.033E-06 4.657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8. 088E-06 6.076E-06 2. 653E-04 9. 030E-05 6.115E-05 6. 4 65E-07 4. 919E-07 3 .289E-07 2 476E-07 1. 985E-07 1. 658E-07 1. 246E-07 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 7. 840E-07 1.558E-05 1. 055E-05 8. 029E-06 5. 368E-06 4.041E-06 3.240E-06 2. 706E-06 2. 033E-06 3. 389E-05 2 .295E-05 1. 753E-05 1.371E-05 1. 142E-05 9. 685E-06 8. 088E-06 6. 076E-06 1. 568E-04 5. 339E-05 3. 616E-05 0.0.0.32.3 179.1 32.3 179.1 32.3 179.1 2.0 5.74 1810.0. 0. 91.5 32.3 179.1 2.752E-05 4.654E-05 2.752E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 110 o f 160f[E E E E E E F F F F F F F G G G G G 3.0 4.0 5.0 5.9 7.9 9.8 0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 16.30 11.66 4.59 1.70 1.61 0.09 0.03 1.47 3.12 3.53 3.26 0.23 0.05 0.03 1.24 0.69 0.50 0.23 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 135.6 113.9 100.8 92.0 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 71.4 147.9 147.9 147.9 147.9 87.7 2. 430E-05 2.178E-05 1. 973E-05 1. 805E-05 1. 363E-05 1. 096E-05 2.804E-04 9. 546E-05 6.4 65E-05 4. 920E-05 4. 786E-05 4. 545E-05 4.275E-05 4.480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 3. 112E-05 2. 342E-05 1. 878E-05 1. 568E-05 1. 178E-05 9. 474E-06 5. 061E-04 1. 723E-04 1. 167E-04 8. 879E-05 5. 937E-05 4 .469E-05 3. 583E-05 8.550E-04 2. 911E-04 1.971E-04 1.500E-04 1.003E-04 2.430E-05 2.178E-05 1.878E-05 1.568E-05 1. 178E-05 9. 474E-06 2. 804E-04 9.54 6E-05 6.4 65E-05 4. 920E-05 4. 786E-05 4.469E-05 3. 583E-05 4.480E-04 1.525E-04 1. 033E-04 7.859E-05 8.860E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. lB APPENDIX I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.3B-7 I PAGENO. 111 of 160 4.480E-04 2.804E-04 1.568E-04 1.525E-04 0.032 0.064 0.068 1.307 0.00159 0.00318 0.00338 0.06512 4.920E-05 4.786E-05 4.469E-05 3.616E-05 11.819 15.078 15.308 18.062 0.58879 0.75115 0.76258 0.89979 1.878E-05 1.753E-05 1.568E-05 1.558E-05 57.677 60.707 62.405 62.451 2.87326 3.02419 3.10880 3.11108 8.088E-06 8.029E-06 6.076E-06 5.368E-06 87.331 87.927 89.718 91.508 4.35051 4.38023 4.46942 4.55860 2.033E-06 1.558E-06 1.250E-06 7.840E-07 95.088 95.639 95.960 96.190 4.73697 4.76441 4.78042 4.79185 1.246E-07 100.000 4.98165 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)1.033E-04 1.996 0.09942 3.583E-05 18.108 0.90207 1.371E-05 71.173 3.54557 4. 069E-06 91.554 4.56089 6.4 65E-07 96.328 4.79871 9.54 6E-05 3.465 0.17260 3.389E-05 18.292 0.91122 1.178E-05 72.779 3.62560 4.041E-06 92.288 4.59748 4.919E-07 96.970 4.83073 8.860E-05 3.694 0.18403 2.752E-05 24.029 1.19706 1. 142E-05 78.838 3.92746 3.240E-06 92.701 4.61806 3.289E-07 98.439 4.90390 7.859E-05 4.199 0.20918 2. 430E-05 40.325 2.00886 1. 055E-05 79.068 3.93889 3. 096E-06 93.160 4.64092 2.476E-07 99.311 4.94735 OR EXCEEDED.6.465E-05 7.321 0.36468 2.295E-05 41.427 2.06375 9.685E-06 83.521 4.16071 2.706E-06 93.390 4.65236 1.985E-07 99.587 4.96107 5. 339E-05 8.285 0.41271 2.178E-05 53.086 2.64458 9.474E-06 83.612 4.16528 2. 070E-06 94.859 4.72553 1. 658E-07 99.679 4.96564 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 112 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=0.065 0.750 2.642 3.542 3.924 4.157 K I XQSAVE(K,I) 7 1 -7.71082 7 2 -8.78838 7 3 -9.94734 7 4 -10.73463 7 5 -11.19742 7 6 -11.38039 7 7 -11.54497 1.663E-04 1.059E-04 8.350E-05 5.933E-05 4.799E-05 4.057E-05 3.545E-05 3.166E-05 2.871E-05 2.632E-05 2.435E-05 2.269E-05 2.062E-05 1.800E-05 1.586E-05 1.408E-05 1.249E-05 1. 095E-05 5.921E-05 ANNUAL AVERAGE = 5.XQINT(K,I)
XQSLOP(K,I)
-12.45468
-1.14012-13.54533
-1.47929-13.80787
-1.58722-17.63891
-3.56583-18.24652
-3.90219-22.17016
-6.13209 NUMXQ(K)=
7 0.050 0.149 0.249 0.498 0.747 0.996 1.245 1.494 1.744 1. 993 2.242 2.491 2.740 2.989 3.238 3.487 3.736 3.985 0.5.81E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 10.04 K= 7 FIVEXQ(K)=
5.921E-05 FIVEPR(K)=10.037 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 113 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNW SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A A A B B B B B B B B B C C C C C C C C C D D D D D D D 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 0.07 0.25 1.79 1.33 0.35 0.25 0.42 0.11 0.04 0.11 0.39 1.02 0.67 0.53 0.28 0.39 0.04 0.04 0.07 0.49 1.44 1.23 0.46 0.67 0.49 0.04 0.04 0.14 0.67 1.89 7.12 7.61 5.16 4.67 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320. 1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 6. 474E-07 4. 927E-07 3.294E-07 2. 480E-07 1. 988E-07 1. 660E-07 1. 247E-07 1. 003E-07 4. 085E-08 4. 107E-06 3. 125E-06 2. 089E-06 1. 573E-06 1 .261E-06 1. 053E-06 7. 912E-07 6. 361E-07 2. 591E-07 1. 081E-05 8. 223E-06 5. 498E-06 4.139E-06 3. 318E-06 2. 771E-06 2.082E-06 1. 674E-06 6. 818E-07 3. 389E-05 2.295E-05 1. 753E-05 1.371E-05 1. 142E-05 9.848E-06 8. 699E-06 6. 465E-07 4. 919E-07 3.289E-07 2. 476E-07 1. 985E-07 1.658E-07 1.246E-07 1 .001E-07 4. 079E-08 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7. 840E-07 6. 303E-07 2. 567E-07 1. 055E-05 8. 029E-06 5.368E-06 4. 041E-06 3.240E-06 2.706E-06 2. 033E-06 1. 634E-06 6. 656E-07 4.657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8.088E-06 6. 465E-07 4. 919E-07 3 .289E-07 2 476E-07 1. 985E-07 1. 658E-07 1 .246E-07 1. 001E-07 4 079E-08 4. 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1. 250E-06 1. 044E-06 7. 840E-07 6. 303E-07 2. 567E-07 1.055E-05 8 .029E-06 5.368E-06 4.041E-06 3.240E-06 2. 706E-06 2.033E-06 1. 634E-06 6. 656E-07 3. 389E-05 2.295E-05 1.753E-05 1.371E-05 1.142E-05 9. 685E-06 8.088E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B T APPENDIX BB-7 I PAGE NO. 114 o f 160fl D D D E E E E E E E E E E E F F F F F F F G G G G G G 8.0 9.9 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 3.75 0.63 0.11 0.00 0.46 1.33 3.68 14.80 11.12 7.82 4.77 2.70 0.18 0.35 0.02 0.81 1.26 1.54 2.53 0.95 0.04 0.02 0.63 0.14 0.04 0.11 0.04 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 47.4 47.4 47.4 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 13.7 128.7 128.7 128.7 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 71.4 147.9 147.9 147.9 147.9 87.7 63.6 6.538E-06 5.257E-06 2.141E-06 1. 568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2 430E-05 2. 178E-05 1. 973E-05 1.805E-05 1. 363E-05 1. 096E-05 4.464E-06 2.804E-04 9. 546E-05 6.465E-05 4.920E-05 4.786E-05 4.545E-05 4.275E-05 4. 480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 9. 194E-05 6. 076E-06 4.886E-06 1.990E-06 2. 653E-04 9. 030E-05 6.115E-05 4. 654E-05 3. 112E-05 2. 342E-05 1.878E-05 1.568E-05 1. 178E-05 9. 474E-06 3. 858E-06 5. 061E-04 1.723E-04 1.167E-04 8. 879E-05 5. 937E-05 4.469E-05 3. 583E-05 8.550E-04 2. 911E-04 1. 971E-04 1.500E-04 1.003E-04 7.549E-05 6. 076E-06 4. 886E-06 1. 990E-06 1. 568E-04 5. 339E-05 3. 616E-05 2 752E-05 2 430E-05 2. 178E-05 1. 878E-05 1. 568E-05 1. 178E-05 9. 474E-06 3 858E-06 2. 804E-04 9. 546E-05 6. 465E-05 4 920E-05 4. 786E-05 4 469E-05 3. 583E-05 4 480E-04 1 525E-04 1. 033E-04 7 859E-05 8. 860E-05 7 .549E-05 0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 4.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB B USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
............
I ....... ... .... I APPENDIX BB-7 I PAGE NO. 115 of 160 1 APPENDIX BB-7I A BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 1.033E-04 9.546E-05 8.860E-05 0.016 0.034 0.036 0.667 0.807 1.614 1.719 0.00106 0.00220 0.00232 0.04349 0.05263 0.10523 0.11209 5.339E-05 4.920E-05 4.786E-05 4.469E-05 3.616E-05 3.583E-05 3.389E-05 3.508 5.051 7.577 8.524 9.857 9.892 10.032 0.22871 0.32933 0.49398 0.55572 0.64262 0.64490 0.65405 2.178E-05 1.878E-05 1.753E-05 1.568E-05 1.371E-05 1.178E-05 1.142E-05 40.302 48.124 50.018 54.788 61.908 64.609 72.220 2.62752 3.13747 3.26096 3.57196 4.03617 4.21225 4.70848 8.088E-06 8.029E-06 6.076E-06 5.368E-06 4.886E-06 4.069E-06 4.041E-06 82.287 82.778 86.531 87.969 88.601 88.706 89.933 5.36478 5.39679 5.64147 5.73523 5.77639 5.78325 5.86329 2.706E-06 2.070E-06 2.033E-06 1.990E-06 1.634E-06 1.558E-06 1.250E-06 91.792 92.810 93.301 93.406 93.441 94.107 94.633 5.98449 6.05080 6.08282 6.08968 6.09196 6.13541 6.16971 6.465E-07 6.303E-07 4.919E-07 3.289E-07 2.567E-07 2.476E-07 1.985E-07 95.405 95.440 95.686 97.475 97.510 98.842 99.193 6.22002 6.22231 6.23832 6.35494 6.35723 6.44412 6.46699 4.079E-08 100.000 6.51959 7. 859E-05 1.754 0.11438 2. 752E-05 13.715 0.89416 1.055E-05 72.291 4.71305 3. 858E-06 90.284 5.88616 1.044E-06 94.914 6.18801 1. 658E-07 99.439 6.48300 7. 549E-05 1.789 0.11666 2. 430E-05 28.517 1.85917 9. 685E-06 77.447 5.04920 3. 240E-06 90.740 5.91588 7.840E-07 95.300 6.21316 1 .246E-07 99.860 6.51044 6. 465E-05 3.052 0.19899 2.295E-05 29.183 1.90262 9. 474E-06 77.622 5.06064 3. 096E-06 91.126 5.94104 6. 656E-07 95.335 6.21545 1. 001E-07 99.965 6.51730 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB APPENDIX BB-7 I PAGE NO. 116 of 160 I X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)7)=8)=9)=0.043 0.493 2.625 3.135 4.705 5.045 5.393 5.638 K 8 8 8 8 8 8 8 8 8 I XQSAVE(K,I) 1 -7.71082 2 -8.78838 3 -9.94734 4 -10.73463 5 -10.88275 6 -11.38039 7 -11.54497 8 -11.73251 9 -12.01110 1.278E-04 7. 671E-05 5. 946E-05 4.247E-05 3. 541E-05 3. 095E-05 2. 778E-05 2. 537E-05 2. 345E-05 2. 186E-05 1. 987E-05 1. 795E-05 1. 601E-05 1. 440E-05 1. 304E-05 1. 188E-05 1. 045E-05 8. 842E-06 6. 800E-06 4.761E-05 XQINT(K,I)
XQSLOP(K,I)
-12.67720
-1.16788-13.93802
-1.54652-13.11472
-1.22747-14.43346
-1.90757-15.83067
-2.65820-19.55400
-4.88219-20.98979
-5.75743-32.14287
-12.69392 NUMXQ(K)=
9 0.065 0.196 0.326 0.652 0. 978 1.304 1.630 1.956 2.282 2. 608 2.934 3.260 3.586 3.912 4.238 4.564 4.890 5.216 5.542 0.5 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 7.67 ANNUAL AVERAGE = 5.72E-07 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB K= 8 FIVEXQ(K)=
4.761E-05 FIVEPR(K)=
7.669 APPENDIX BB-7 I PAGENO. 117 of 160 I I LALLULAIIUN NU. IiYKUq-Uz~U, IIKW-U4-UU44-M I MINUKKLV.INU.II1 I AI-'YEINULA iiIi-/ YIiAJJZINU.
11i5 or iou J I CALCULATION NO. BYR04-050.
BRW-04-0044-M I MI.NOR RE-,V. .113 1 15- /I rAUJILINU.
116 Of" IOU I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE N SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A A B B B B B B B B B C C C C C C C C D D D D D D D D D 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.24 1.61 1.12 1.08 0.73 0.63 0.21 0.10 0.14 0.17 0.73 0.66 0.70 0.77 0.31 0.21 0.03 0.14 0.45 0.70 0.94 0. 94 0.59 0.63 0.07 0.10 0.42 1.22 4.02 4.48 5.42 5.00 7.17 2.10 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 4. 927E-07 3.294E-07 2. 480E-07 1. 988E-07 1. 660E-07 1. 247E-07 1 .003E-07 4. 085E-08 4 .107E-06 3. 125E-06 2. 089E-06 1 .573E-06 1.261E-06 1 .053E-06 7. 912E-07 6. 361E-07 2. 591E-07 1.081E-05 8. 223E-06 5. 498E-06 4.139E-06 3. 318E-06 2. 771E-06 2.082E-06 1. 674E-06 3. 389E-05 2.295E-05 1. 753E-05 1.371E-05 1.142E-05 9. 848E-06 8. 699E-06 6. 538E-06 5. 257E-06 4. 919E-07 3.289E-07 2. 476E-07 1.985E-07 1.658E-07 1.246E-07 1.001E-07 4. 079E-08 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7.840E-07 6. 303E-07 2.567E-07 1.055E-05 8.029E-06 5.368E-06 4.041E-06 3.240E-06 2 .706E-06 2.033E-06 1. 634E-06 4.657E-05 3. 154E-05 2. 400E-05 1.605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 4.886E-06 4. 919E-07 3 .289E-07 2 476E-07 1. 985E-07 1. 658E-07 1. 246E-07 1 .001E-07 4. 079E-08 4. 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1. 250E-06 1. 044E-06 7. 840E-07 6. 303E-07 2. 567E-07 1. 055E-05 8. 029E-06 5. 368E-06 4.041E-06 3. 240E-06 2. 706E-06 2. 033E-06 1. 634E-06 3. 389E-05 2 .295E-05 1. 753E-05 1.371E-05 1. 142E-05 9. 685E-06 8.088E-06 6. 076E-06 4.886E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 119 o77 160 I D E E E E E E E E E E F F F F F F F G G G G G G 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.45 1810.0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 4.0 0.00 0.35 0.66 1.92 8.15 11.15 10.84 7.55 6.47 2.83 0.42 0.01 0.59 0.56 0.73 1.50 0.59 0.24 0.01 0.45 0.31 0.14 0.07 0.07 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 13.7 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 71.4 147.9 147.9 147.9 147.9 87.7 63.6 1.568E-04 5. 339E-05 3. 616E-05 2.752E-05 2. 430E-05 2. 178E-05 1. 973E-05 1.805E-05 1.363E-05 1 .096E-05 4.464E-06 2.804E-04 9.546E-05 6. 465E-05 4. 920E-05 4.786E-05 4. 545E-05 4.275E-05 4. 480E-04 1 .525E-04 1 .033E-04 7 859E-05 8 .860E-05 9. 194E-05 2. 653E-04 9. 030E-05 6. 115E-05 4. 654E-05 3. 112E-05 2. 342E-05 1. 878E-05 1.568E-05 1.178E-05 9. 474E-06 3. 858E-06 5. 061E-04 1.723E-04 1.167E-04 8. 879E-05 5. 937E-05 4.469E-05 3. 583E-05 8. 550E-04 2. 911E-04 1.971E-04 1.500E-04 1. 003E-04 7.54 9E-05 0. 128.7 47.4 128.7 2.141E-06 1.990E-06 1.990E-06 1.568E-04 5 .339E-05 3.616E-05 2. 752E-05 2.430E-05 2.178E-05 1. 878E-05 1. 568E-05 1. 178E-05 9. 474E-06 3.858E-06 2. 804E-04 9 .546E-05 6 465E-05 4. 920E-05 4 .786E-05 4 469E-05 3. 583E-05 4 .480E-04 1.525E-04 1. 033E-04 7.859E-05 8.860E-05 7. 549E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 I PAGE NO. 120 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
N SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 0.012 0.025 0.00076 0.00161 5.339E-05 4.920E-05 2.579 3.313 0.16864 0.21666 2.178E-05 1.878E-05 28.071 38.911 1.83568 2.54458 8.088E-06 8.029E-06 76.047 76.501 4.97312 5.00285 2.706E-06 2.070E-06 89.684 90.419 5.86496 5.91298 4.919E-07 3.289E-07 94.475 96.084 6.17824 6.28343 X/Q PERCENTILES 1.568E-04 0.026 0.00170 4.786E-05 4.817 0.31499 1.753E-05 40.135 2.62462 6. 076E-06 83.670 5.47163 2. 033E-06 91.048 5.95414 2.567E-07 96.119 6.28572 1. 525E-04 0.481 0.03143 4. 469E-05 5.411 0.35386 1.568E-05 47.688 3.11856 5. 368E-06 84.369 5.51737 1. 990E-06 91.503 5.98387 2. 476E-07 97.238 6.35890 1.033E-04 0.795 0.05201 3. 616E-05 6.076 0.39731 1.371E-05 51.709 3.38153 4.886E-06 86.467 5.65457 1. 634E-06 91.573 5.98844 1. 985E-07 98.322 6.42979 9.54 6E-05 1.390 0.09089 3.583E-05 6.320 0.41332 1.178E-05 58.178 3.80458 4.069E-06 86.607 5.66372 1.558E-06 92.237 6.03189 1.658E-07 99.056 6.47781 8.860E-05 1.460 0.09546 3. 389E-05 6.425 0.42018 1.142E-05 62.654 4.09729 4. 041E-06 87.551 5.72546 1.250E-06 92.936 6.07762 1 .246E-07 99.685 6.51897 7. 859E-05 1.600 0.10461 2.752E-05 8.348 0.54595 1. 055E-05 62.794 4.10644 3. 858E-06 87.971 5.75290 1.044E-06 93.706 6.12793 1.001E-07 99.895 6.53269 OR EXCEEDED.7.549E-05 1.670 0.10918 2.430E-05 16.496 1.07877 9.685E-06 68.214 4.46089 3.240E-06 88.915 5.81465 7.840E-07 94.020 6.14851 4.079E-08 100.000 6.53955 6. 4 65E-05 2.229 0.14577 2.295E-05 16.916 1.10621 9. 474E-06 71.046 4.64611 3. 096E-06 89.090 5.82608 6. 303E-07 94.230 6.16223 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. IB APPENDIX BB-7 PAGE NO. 121 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=9)=0.031 0.091 0.353 2.542 3.116 4.094 4.643 4.999 K 9 9 9 9 9 9 9 9 9 I XQSAVE(K,I 1 -7.7108 2 -8.7883 3 -9.2567 4 -10.0157 5 -10.8827 6 -11.0628 7 -11.3803 8 -11.5670 9 -11.7325 1. 108E-04 6. 284E-05 4. 683E-05 3. 489E-05 2. 934E-05 2. 580E-05 2. 328E-05 2. 134E-05 1. 980E-05 1. 833E-05 1. 652E-05 1. 486E-05 1. 331E-05 1.202E-05 1. 082E-05 9. 687E-06 8. 395E-06) XQINT(K,I)
XQSLOP(K,I) 2 -12.85672
-1.18987 8 -14.12028
-1.55943'7 -14.82390
-1.78503 9 -13.16830
-1.17038 5 -14.84538
-2.02918 5 -15.82967
-2.55722 9 -16.85190
-3.14474 1 -19.37663
-4.64707 1 NUMXQ(K)=
9 0.065 0.196 0.327 0.654 0. 981 1.308 1.635 1 .962 2.289 2.616 2.943 3.270 3.597 3. 924 4.251 4.578 4.905 0.5 4.59E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 3. 895E-05 ANNUAL AVERAGE =7.65 K= 9 FIVEXQ(K)=
3.895E-05 FIVEPR(K)=
7.646 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-7 1PAGE NO. 122 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NNE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 0.09 0.24 0.71 0.92 1.83 0.80 0.95 0.06 0.21 0.12 0.62 0.80 0.83 0.59 0.50 0.06 0.06 0.06 0.32 0.68 1.03 0.92 0.86 1.03 0.30 0.18 0.03 0.35 1.18 2.87 4.43 5.29 5.29 7.47 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 MEANDER-SY METERS 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE CA=1459.SQ.METERS USED 6. 474E-07 4.927E-07 3.294E-07 2. 480E-07 1. 988E-07 1. 660E-07 1.247E-07 1. 003E-07 4.085E-08 3. 125E-06 2.089E-06 1. 573E-06 1.261E-06 1. 053E-06 7. 912E-07 6. 361E-07 2. 591E-07 1. 081E-05 8.223E-06 5. 498E-06 4. 139E-06 3. 318E-06 2. 771E-06 2. 082E-06 1. 674E-06 6. 818E-07 3.389E-05 2 .295E-05 1 .753E-05 1. 371E-05 1. 142E-05 9. 848E-06 8. 699E-06 6. 538E-06 6. 465E-07 4. 919E-07 3. 289E-07 2.476E-07 1. 985E-07 1. 658E-07 1.246E-07 1. 001E-07 4. 079E-08 3.096E-06 2.070E-06 1.558E-06 1.250E-06 1.044E-06 7.840E-07 6. 303E-07 2.567E-07 1.055E-05 8. 029E-06 5.368E-06 4.041E-06 3. 240E-06 2.706E-06 2.033E-06 1. 634E-06 6. 656E-07 4. 657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 6.4 65E-07 4.919E-07 3 .289E-07 2.47 6E-07 1. 985E-07 1. 658E-07 1 .246E-07 1. 001E-07 4. 079E-08 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7.840E-07 6. 303E-07 2.567E-07 1.055E-05 8. 029E-06 5.368E-06 4. 041E-06 3.240E-06 2. 706E-06 2. 033E-06 1. 634E-06 6. 656E-07 3. 389E-05 2 .295E-05 1. 753E-05 1.371E-05 1.142E-05 9. 685E-06 8. 088E-06 6. 076E-06 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 123 of 160 D D E E E E E E E E E E E F F F F F F F F F G G G G G G G 9.9 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 3.28 1810.0.47 1810.0. 128.7 47.4 128.7 0. 128.7 47.4 128.7 5.257E-06 4.886E-06 4.886E-06 2.141E-06 1.990E-06 1.990E-06 0.00 0.38 0.50 0.95 5.52 10.34 11.46 7.80 6.97 1.30 0.30 0.01 0.56 0.74 0.80 1.83 2.16 1.39 0.30 0.03 0.01 0.35 0.27 0.24 0.18 0.12 0.09 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 13.7 13.7 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 71.4 63.6 63.2 147.9 147.9 147.9 147.9 87.7 63.6 51.3 1.568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2. 430E-05 2.178E-05 1. 973E-05 1. 805E-05 1.363E-05 1. 096E-05 4.464E-06 2. 804E-04 9. 546E-05 6. 465E-05 4. 920E-05 4.786E-05 4 .545E-05 4. 275E-05 4. 009E-05 3. 033E-05 4. 480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 9.194E-05 9. 150E-05 2. 653E-04 9. 030E-05 6.115E-05 4.654E-05 3. 112E-05 2. 342E-05 1.878E-05 1. 568E-05 1.178E-05 9. 474E-06 3. 858E-06 5.061E-04 1.723E-04 1.167E-04 8. 879E-05 5. 937E-05 4.469E-05 3.583E-05 2. 992E-05 2.248E-05 8.550E-04 2.911E-04 1. 971E-04 1. 500E-04 1. 003E-04 7. 549E-05 6. 053E-05 1.568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2.430E-05 2.178E-05 1. 878E-05 1 .568E-05 1.178E-05 9.474E-06 3. 858E-06 2. 804E-04 9.546E-05 6. 465E-05 4.920E-05 4.786E-05 4.469E-05 3. 583E-05 2.992E-05 2.248E-05 4. 480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8.860E-05 7 .549E-05 6.053E-05 0.4 1.0 1.5 2.0 3.0 4.0 5.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 PAGE NO. 124 of 16U I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 1.033E-04 9.546E-05 8.860E-05 7.859E-05 7.549E-05 6.465E-05 0.009 0.021 0.023 0.377 0.643 1.205 1.382 1.618 1.736 2.475 0.00070 0.00165 0.00177 0.02921 0.04979 0.09324 0.10696 0.12526 0.13441 0.19157 6.053E-05 5.339E-05 4.920E-05 4.786E-05 4.469E-05 3.616E-05 3.583E-05 3.389E-05 2.992E-05 2.752E-05 2.564 2.948 3.745 5.577 7.734 8.236 9.625 9.654 9.950 10.895 0.19843 0.22816 0.28990 0.43168 0.59862 0.63749 0.74497 0.74726 0.77012 0.84330 2.430E-05 2.295E-05 2.248E-05 2.178E-05 1.878E-05 1.753E-05 1.568E-05 1.371E-05 1.178E-05 1.142E-05 16.420 16.774 16.804 27.144 38.607 39.789 47.589 50.455 57.427 61.859 1.27092 1.29837 1.30065 2.10102 2.98828 3.07975 3.68346 3.90527 4.44495 4.78796 1.055E-05 9.685E-06 9.474E-06 8.088E-06 8.029E-06 6.076E-06 5.368E-06 4.886E-06 4.041E-06 3.858E-06 61.918 67.206 68.506 73.794 74.119 81.594 82.274 85.553 86.587 86.882 4.79253 5.20186 5.30248 5.71181 5.73697 6.31552 6.36811 6.62194 6.70198 6.72485 3.240E-06 3.096E-06 2.706E-06 2.070E-06 2.033E-06 1.990E-06 1.634E-06 1.558E-06 1.250E-06 1.044E-06 87.798 87.916 88.773 89.394 90.428 90.900 91.196 91.994 92.821 93.412 6.79573 6.80488 6.87120 6.91922 6.99926 7.03584 7.05871 7.12046 7.18448 7.23022 7.840E-07 6.656E-07 6.465E-07 6.303E-07 4.919E-07 3.289E-07 2.567E-07 2.476E-07 1.985E-07 1.658E-07 93.914 94.091 94.180 94.239 94.475 95.184 95.243 96.159 97.991 98.789 7.26909 7.28281 7.28968 7.29425 7.31254 7.36743 7.37200 7.44289 7.58467 7.64641 1.246E-07 1.001E-07 4.079E-08 99.734 99.793 100.000 7.71959 7.72416 7.74017 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 125 of 160 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2)=XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.029 0.093 0.598 2.099 3.680 4.784 5.299 5.733 K 10 10 10 10 10 10 10 10 10 10 I XQSAVE(K,]
1 -7.7108 2 -8.788 3 -9.2567 4 -10.0157 5 -10.7346 6 -10.8827 7 -11.0628 8 -11.3803 9 -11.5670 10 -11.7325 1. 032E-04 6. 689E-05 5. 408E-05 3. 893E-05 3. 104E-05 2. 624E-05 2.292E-05 2. 090E-05 1. 959E-05 1. 822E-05 1. 647E-05 1. 479E-05 1. 319E-05 1. 186E-05 1. 043E-05 9. 056E-06 I) XQINT(K,I)
XQSLOP(K,I) 32 -12.89050
-1.19282 38 -13.70294
-1.42907 77 -13.20666
-1.26956 79 -13.78278
-1.49878 63 -12.73195
-0.98208 75 -14.49532
-1.91858 35 -15.68413
-2.58307 39 -17.65162
-3.76394 01 -18.43112
-4.24614 51 NUMXQ(K)=
10 0.077 0.232 0.387 0.774 1.161 1.548 1. 935 2.322 2.709 3.096 3.483 3.870 4.257 4.644 5.031 5.418 0.5 5.21E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 4. 840E-05 ANNUAL AVERAGE =6.46 K= 10 FIVEXQ(K)=
4.840E-05 FIVEPR (K) = 6.460 I CALCULATION NO. BYR04-050.
BRW-04-0044-M APPENDIX BB-7 I PAGE NO. 126 of 160 1 I CLCUATIN N. BRO4050 BR-04004-M I MINOR REV. NO. lB I APPENDIX BB-7 IPGN.16o 6 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 341 wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A B B B B B B C C C C C C C D D D D D D D D D D E E E E 3.0 4.0 5.0 6.0 8.0 24.3 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.4 1.0 1.5 2.0 0.74 1.17 1.28 0.78 0.27 0.04 0.16 0.78 0.70 1.09 0.70 0.70 0.04 0.27 1.01 1.36 1.44 1.21 0.43 0.23 0.74 1.28 5.64 8.87 9.30 5.99 6.46 1.28 0.58 0.00 0.35 0.78 1.94 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 128.7 179.1 179.1 179.1 179.1 3 .294E-07 2. 480E-07 1. 988E-07 1. 660E-07 1. 247E-07 4. 085E-08 3. 125E-06 2 089E-06 1. 573E-06 1 .261E-06 1.053E-06 7. 912E-07 1.081E-05 8.223E-06 5. 498E-06 4. 139E-06 3. 318E-06 2.771E-06 2.082E-06 3. 389E-05 2.2 95E-05 1. 753E-05 1.371E-05 1.142E-05 9. 848E-06 8. 699E-06 6. 538E-06 5. 257E-06 2. 141E-06 1. 568E-04 5. 339E-05 3. 616E-05 2. 752E-05 3.289E-07 2. 476E-07 1. 985E-07 1. 658E-07 1.246E-07 4. 079E-08 3.096E-06 2.070E-06 1. 558E-06 1.250E-06 1.044E-06 7. 840E-07 1. 055E-05 8. 029E-106 5 .368E-06 4 .041E-06 3.240E-06 2 .706E-06 2. 033E-06 4. 657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8.088E-06 6. 076E-06 4.886E-06 1.990E-06 2. 653E-04 9. 030E-05 6. 115E-05 4.654E-05 3 .289E-07 2.476E-07 1. 985E-07 1. 658E-07 1 .246E-07 4. 079E-08 3. 096E-06 2. 070E-06 1. 558E-06 1. 250E-06 1. 044E-06 7. 840E-07 1.055E-05 8. 029E-06 5.368E-06 4.041E-06 3 .240E-06 2.706E-06 2.033E-06 3. 389E-05 2.295E-05 1. 753E-05 1.371E-05 1. 142E-05 9. 685E-06 8. 088E-06 6. 076E-06 4. 886E-06 1. 990E-06 1. 568E-04 5. 339E-05 3. 616E-05 2.752E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. IB I APPENDIX BB-7 I PAGENO. 127 of 160 E E E E E E E F F F F F F F G G G G G G 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 0.4 1.0 1.5 2.0 3.0 4.0 8.71 11. 63 7.23 3.07 2.37 0.74 0.58 0.02 0.74 0.86 1.44 1.67 1.40 0.39 0.02 0.74 0.43 0.23 0.04 0.08 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 13.7 135.6 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 71.4 147.9 147.9 147.9 147.9 87.7 63.6 2. 430E-05 2. 178E-05 1. 973E-05 1. 805E-05 1. 363E-05 1. 096E-05 4.464E-06 2. 804E-04 9. 546E-05 6. 465E-05 4.920E-05 4 .786E-05 4. 545E-05 4.275E-05 4.480E-04 1. 525E-04 1. 033E-04 7.859E-05 8.860E-05 9. 194E-05 3. 112E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 9.474E-06 3.858E-06 5. 061E-04 1.723E-04 1.167E-04 8. 879E-05 5. 937E-05 4. 469E-05 3.583E-05 8.550E-04 2. 911E-04 1. 971E-04 1.500E-04 1.003E-04 7.549E-05 2.430E-05 2.178E-05 1. 878E-05 1.568E-05 1. 178E-05 9.474E-06 3. 858E-06 2. 804E-04 9. 546E-05 6. 465E-05 4. 920E-05 4. 786E-05 4.469E-05 3. 583E-05 4.480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 7. 549E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B APPENDIX BB-7 PAGE NO. 128 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 0.019 0.035 0.036 0.776 0.00112 0.00206 0.00215 0.04559 5.339E-05 4.920E-05 4.786E-05 4.469E-05 3.498 4.937 6.610 8.010 0.20567 0.29028 0.38861 0.47093 2.178E-05 1.878E-05 1.753E-05 1.568E-05 32.437 39.672 40.955 44.028 1.90702 2.33235 2.40782 2.58847 8.088E-06 8.029E-06 6.076E-06 5.368E-06 76.973 77.246 83.702 84.714 4.52536 4.54136 4.92097 4.98042 2.070E-06 2.033E-06 1.990E-06 1.558E-06 91.521 91.948 92.532 93.232 5.38060 5.40576 5.44006 5.48122 1. 033E-04 1.203 0.07075 3. 616E-05 8.788 0.51667 1.371E-05 49.668 2.92005 4.886E-06 85.997 5.05588 1.250E-06 94.321 5.54525 9.546E-05 1.942 0.11420 3.583E-05 9.177 0.53953 1. 178E-05 52.041 3.05954 4. 041E-06 87.359 5.13592 1.044E-06 95.021 5.58641 8.860E-05 1.981 0.11648 3. 389E-05 9.411 0.55325 1.142E-05 60.909 3.58092 3.858E-06 87.942 5.17022 7.840E-07 95.721 5.62757 7. 859E-05 2.215 0.13020 2. 752E-05 11.355 0.66759 1. 055E-05 60.948 3.58321 3.240E-06 89.381 5.25483 3. 289E-07 96.460 5.67102 7. 549E-05 2.292 0.13478 2.430E-05 20.068 1.17983 9. 685E-06 70.244 4.12975 3.0 96E-06 89.537 5.26398 2.476E-07 97.627 5.73963 6. 465E-05 3.148 0.18509 2 .295E-05 20.807 1.22328 9. 474E-06 70.983 4.17320 2. 706E-06 90.743 5.33487 1. 985E-07 98.911 5.81509 1.658E-07 1.246E-07 4.079E-08 99.689 99.961 100.000 5.86082 5.87683 5.87912 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M
[ MINOR REV. NO. IB I APPENDIX BB-7 T PAGE NO. 129 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE(XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3) =4)=5)=6)=7)=8)=0.046 0.114 0.470 1.905 2.330 4.126 4.522 K I XQSAVE(K,I) 11 1 -7.71082 11 2 -8.78838 11 3 -9.25677 11 4 -10.01579 11 5 -10.73463 11 6 -10.88275 11 7 -11.54497 11 8 -11.72508 1.344E-04 7.644E-05 5.819E-05 4.019E-05 3.288E-05 2.834E-05 2.515E-05 2.275E-05 2.060E-05 1.861E-05 1.632E-05 1.447E-05 1.296E-05 1.170E-05 1.064E-05 9.726E-06 8.515E-06 4.344E-05 ANNUAL AVERAGE = 4.XQINT(K,I)
XQSLOP(K,I)
-12.65721
-1.16650-14.63457
-1.76270-14.35723
-1.67180-13.58447
-1.37422-14.39743
-1.76624-16.07671
-2.61013-18.79886
-4.17800 NUMXQ(K)=
8 0.059 0.176 0.294 0.588 0.882 1.176 1.470 1.764 2.058 2.352 2.646 2.940 3.234 3.527 3.821 4.115 4.409 0.5 62E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 8.50 K= 11 FIVEXQ(K)=
4.344E-05 FIVEPR(K)=
8.505 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 130 of 160 1 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ENE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)CLASS METER/SEC PERCENT AT 10.0 METERS A A A A A A B B B B B B C C C C C C C C D D D D D D D D D D E E E 2.0 3.0 4.0 5.0 6.0 8.0 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.22 0.82 1.20 0.79 0.60 0.16 0.19 0.60 0.85 0.76 0.41 0.22 0.09 0.35 1.04 1.17 1.20 0.57 0.41 0.03 0.13 0.88 1.83 7.07 7.20 6.35 3.63 2.68 0.69 0.03 METERS 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.METERS METERS MEANDER BLDG WAKE CA=I459.SQ.METERS USED 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 128.7 179.1 179.1 179.1 4. 927E-07 3.294E-07 2.480E-07 1.988E-07 1. 660E-07 1 .247E-07 3. 125E-06 2. 089E-06 1.573E-06 1.261E-06 1. 053E-06 7. 912E-07 1 .081E-05 8.223E-06 5.498E-06 4 .139E-06 3. 318E-06 2. 771E-06 2.082E-06 1. 674E-06 3. 389E-05 2.2 95E-05 1. 753E-05 1. 371E-05 1.142E-05 9.848E-06 8. 699E-06 6.538E-06 5.257E-06 2.141E-06 1. 568E-04 5. 339E-05 3. 616E-05 4. 919E-07 3.289E-07 2. 476E-07 1. 985E-07 1. 658E-07 1 .246E-07 3. 096E-06 2. 070E-06 1. 558E-06 1 .250E-06 1. 044E-06 7. 840E-07 1. 055E-05 8. 029E-06 5. 368E-06 4. 041E-06 3. 240E-06 2. 706E-06 2. 033E-06 1. 634E-06 4. 657E-05 3. 154E-05 2. 400E-05 1 .605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 4. 886E-06 1. 990E-06 2. 653E-04 9.030E-05 6. 115E-05 4. 919E-07 3 .289E-07 2.476E-07 1. 985E-07 1. 658E-07 1 .246E-07 3. 096E-06 2.070E-06 1. 558E-06 1. 250E-06 1. 044E-06 7.840E-07 1. 055E-05 8. 029E-06 5.368E-06 4.041E-06 3 .240E-06 2.706E-06 2.033E-06 1. 634E-06 3. 389E-05 2. 295E-05 1. 753E-05 1. 371E-05 1.142E-05 9. 685E-06 8.088E-06 6. 076E-06 4.886E-06 1. 990E-06 1.568E-04 5. 339E-05 3. 616E-05 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.4 1.0 1.5 0.00 1810.0.63 1810.1.42 1810.0.0.0.32.3 32.3 32.3 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 131 of 160 E E E E E E E E F F F F F F F G G G G G G 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 24.1 4.42 13.30 7.86 3.60 1.93 1.45 0.85 0.41 0.02 0.98 1.71 3.25 8.18 1.17 0.54 0.01 0.54 0.98 0.95 3.51 0.09 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 13.7 179.1 135.6 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 63.2 147.9 147.9 147.9 147.9 87.7 63.6 2. 752E-05 2.430E-05 2. 178E-05 1. 973E-05 1.805E-05 1.363E-05 1. 096E-05 4.464E-06 2. 804E-04 9.546E-05 6.465E-05 4. 920E-05 4 .786E-05 4. 545E-05 9. 933E-06 4 480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8 .860E-05 9. 194E-05 4.654E-05 3. 112E-05 2. 342E-05 1. 878E-05 1.568E-05 1. 178E-05 9. 474E-06 3. 858E-06 5. 061E-04 1.723E-04 1.167E-04 8. 879E-05 5. 937E-05 4.469E-05 7. 361E-06 8.550E-04 2. 911E-04 1.971E-04 1.500E-04 1.003E-04 7.54 9E-05 2.752E-05 2.430E-05 2.178E-05 1. 878E-05 1.568E-05 1.178E-05 9. 474E-06 3.858E-06 2. 804E-04 9. 546E-05 6. 4 65E-05 4. 920E-05 4. 786E-05 4. 469E-05 7. 361E-06 4.480E-04 1.525E-04 1. 033E-04 7. 859E-05 8.860E-05 7. 549E-05 0.4 1.0 1.5 2.0 3.0 4.0
......AEN.12 f 60 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX I USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.BB-7 1 PAGE NO. 132 of 160 1 OR EXCEEDED.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 0.014 0.035 0.038 0.575 0.00100 0.00254 0.00273 0.04160 5.339E-05 4.920E-05 4.786E-05 4.469E-05 9.418 12.671 20.851 22.020 0.68190 0.91743 1.50970 1.59431 1.878E-05 1.753E-05 1.568E-05 1.371E-05 53.635 55.467 57.394 64.468 3.88336 4.01599 4.15549 4.66772 8.029E-06 7.361E-06 6.076E-06 5.368E-06 84.398 84.935 87.619 88.661 6.11066 6.14954 6.34391 6.41938 2.070E-06 2.033E-06 1.990E-06 1.634E-06 93.494 93.904 93.936 93.968 6.76925 6.79898 6.80127 6.80355 2.476E-07 1.985E-07 1.658E-07 1.246E-07 98.452 99.242 99.842 100.000 7.12827 7.18544 7.22889 7.24032 1. 033E-04 1.554 0.11249 3. 616E-05 23.441 1.69722 1.178E-05 65.921 4.77291 4. 886E-06 89.356 6.46969 1.558E-06 94.820 6.86529 9.546E-05 2.533 0.18338 3. 389E-05 23.568 1.70637 1.142E-05 73.122 5.29429 4.041E-06 90.525 6.55430 1.250E-06 95.578 6.92018 8.860E-05 6.039 0.43721 2. 752E-05 27.989 2.02651 1.055E-05 73.217 5.30115 3. 858E-06 90.935 6.58402 1.044E-06 95.989 6.94991 7. 859E-05 6.986 0.50582 2.430E-05 41.286 2.98924 9. 685E-06 79.565 5.76079 3.240E-06 92.136 6.67092 7. 840E-07 96.210 6.96591 7. 549E-05 7.081 0.51268 2. 295E-05 42.170 3.05327 9. 474E-06 80.418 5.82253 3. 096E-06 92.325 6.68464 4. 919E-07 96.431 6.98192 6. 465E-05 8.786 0.63616 2. 178E-05 50.035 3.62267 8. 088E-06 84.050 6.08551 2. 706E-06 92.894 6.72580 3.289E-07 97.252 7.04138 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 133 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE(XSAVE XSAVE 3)4)=5): 6): 7)=1.508 3.619 5.291 5.757 5.819 K 12 12 12 12 12 12 12 I XQSAVE(K,:
1 -7.7108 2 -9.331: 3 -9.947.4 -10.734 5 -11.380: 6 -11.5449 7 -11.5670 1.544E-04 1. 112E-04 9. 434E-05 6. 972E-05 5. 690E-05 4. 894E-05 4. 100E-05 3. 496E-05 3. 044E-05 2. 692E-05 2. 411E-05 2. 179E-05 1.862E-05 1. 608E-05 1.402E-05 1. 233E-05 1.087E-05 9. 576E-06 E) XQINT(K,I)
XQSLOP(K,I) 32 -11.91790
-0.98636 38 -12.88668
-1.35580 34 -14.54404
-2.12027 63 -17.20365
-3.60058 39 -17.74777
-3.93702 97 -18.05599
-4.13264 01 NUMXQ(K)=
7 0.072 0.217 0.362 0.724 1.086 1.448 1.810 2.172 2.534 2.896 3.258 3. 620 3.982 4.344 4.706 5.068 5.430 5.792 0.5 7.67E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 8. 324E-05 ANNUAL AVERAGE =6.91 K= 12 FIVEXQ(K)=
8.324E-05 FIVEPR(K)=
: 6. 906 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB T APPENDIX BB-7 I PAGE NO. 134 o f 160 6 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE E SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS A A A A A A A 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.03 0.05 0.91 1.23 0.78 0.56 0.30 0.03 0.05 1.42 0.56 0.81 0.21 0.32 0.11 0.08 0.43 1.29 1.50 0.94 0.32 0.32 0.03 0.21 1.10 2.28 8.54 7.14 7.01 5.15 5.15 1.37 0.27 METERS 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.METERS METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 128.7 6. 474E-07 4. 927E-07 3.294E-07 2.480E-07 1. 988E-07 1. 660E-07 1 .247E-07 4.107E-06 3. 125E-06 2. 089E-06 1. 573E-06 1.261E-06 1 .053E-06 7. 912E-07 6. 361E-07 1. 081E-05 8.223E-06 5.498E-06 4.139E-06 3. 318E-06 2.771E-06 2. 082E-06 1. 674E-06 3. 389E-05 2 .295E-05 1. 753E-05 1. 371E-05 1. 142E-05 9. 848E-06 8. 699E-06 6. 538E-06 5.257E-06 2. 141E-06 6. 465E-07 4 919E-07 3 .289E-07 2. 476E-07 1. 985E-07 1. 658E-07 1.246E-07 4 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1 .250E-06 1. 044E-06 7. 840E-07 6. 303E-07 1. 055E-05 8. 029E-06 5. 368E-06 4. 041E-06 3. 240E-06 2 .706E-06 2. 033E-06 1. 634E-06 4.657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 4.886E-06 1. 990E-06 6. 465E-07 4.919E-07 3 .289E-07 2.476E-07 1. 985E-07 1. 658E-07 1 .246E-07 4.069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7. 840E-07 6. 303E-07 1.055E-05 8.029E-06 5. 368E-06 4. 041E-06 3.240E-06 2 .706E-06 2.033E-06 1. 634E-06 3. 389E-05 2 .295E-05 1. 753E-05 1. 371E-05 1. 142E-05 9. 685E-06 8 088E-06 6. 076E-06 4.886E-06 1. 990E-06** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB [ APPENDIX BB-7 I PAGE NO. 135 of 160 E E E E E E E E E E E F F F F F F F F G G G G G 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 24.1 0.00 0.62 3.17 4.83 8.00 5.37 3.60 2.01 1.91 1.15 0.62 0.03 1.50 3.44 4.40 3.44 0.35 0.03 0.03 0.03 1.15 1.96 1.26 0.59 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 71.4 63.2 147.9 147.9 147.9 147.9 87.7 1.568E-04 5. 339E-05 3. 616E-05 2.752E-05 2.430E-05 2.178E-05 1. 973E-05 1. 805E-05 1. 363E-05 1. 096E-05 4.464E-06 2.804E-04 9.54 6E-05 6.4 65E-05 4.920E-05 4.786E-05 4. 545E-05 4.275E-05 9. 933E-06 4.480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8.8 60E-05 2. 653E-04 9. 030E-05 6. 115E-05 4. 654E-05 3. 112E-05 2.342E-05 1.878E-05 1.568E-05 1. 178E-05 9. 474E-06 3. 858E-06 5. 061E-04 1. 723E-04 1.167E-04 8.879E-05 5. 937E-05 4.4 69E-05 3.583E-05 7.361E-06 8.550E-04 2. 911E-04 1.971E-04 1.500E-04 1.003E-04 1. 568E-04 5. 339E-05 3. 616E-05 2 .752E-05 2. 430E-05 2. 178E-05 1. 878E-05 1. 568E-05 1. 178E-05 9. 474E-06 3. 858E-06 2. 804E-04 9. 546E-05 6. 4 65E-05 4. 920E-05 4. 786E-05 4 469E-05 3. 583E-05 7. 361E-06 4.480E-04 1. 525E-04 1. 033E-04 7.859E-05 8.860E--05 0.4 1.0 1.5 2.0 3.0 CALCULATION NO. BYR04-050, BRW-04-0044-M MINORREV.
NO. lB APPENDIX BB-7 PAGE NO. 136 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), ii ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
E SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 1.525E-04 0.030 0.062 0.065 1.219 0.00252 0.00531 0.00553 0.10386 4.920E-05 4.786E-05 4.469E-05 3.616E-05 14.989 18.425 18.774 21.942 1.27697 1.56967 1.59940 1.86924 1.878E-05 1.753E-05 1.568E-05 1.371E-05 45.080 47.362 49.375 57.911 3.84042 4.03480 4.20631 4.93349 8.029E-06 7.361E-06 6.076E-06 5.368E-06 80.781 80.808 85.961 87.250 6.88181 6.88410 7.32316 7.43292 2.706E-06 2.070E-06 2.033E-06 1.990E-06 92.081 93.504 93.826 94.095 7.84454 7.96574 7.99318 8.01605 6.303E-07 4.919E-07 3.289E-07 2.476E-07 96.162 96.215 97.128 98.363 8.19213 8.19670 8.27445 8.37964 1.033E-04 3.179 0.27079 3. 583E-05 21.968 1.87152 1.178E-05 59.817 5.09585 4. 886E-06 88.619 7.54955 1.634E-06 94.121 8.01833 1. 985E-07 99.141 8.44596 9.54 6E-05 4.682 0.39885 3.38 9E-05 22.183 1.88982 1.142E-05 66.957 5.70413 4.069E-06 88.646 7.55183 1.558E-06 94.685 8.06636 1. 658E-07 99.705 8.49398 8.860E-05 5.272 0.44916 2. 752E-05 27.015 2.30143 1.055E-05 67.037 5.71099 4.041E-06 90.149 7.67989 1.250E-06 95.490 8.13496 1.246E-07 100.000 8.51913 7. 859E-05 6.534 0.55664 2. 430E-05 35.014 2.98289 9. 685E-06 74.043 6.30784 3. 858E-06 90.766 7.73249 1.044E-06 95.705 8.15325 6.465E-05 9.970 0.84934 2.295E-05 36.115 3.07665 9. 474E-06 75.197 6.40617 3.240E-06 91.706 7.81252 7. 840E-07 96.027 8.18069 5.339E-05 10.587 0.90194 2.178E-05 41.483 3.53400 8. 088E-06 80.351 6.84523 3 .096E-06 91.759 7.81710 6.465E-07 96.054 8.18298 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 137 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2) =3) =4) =5) =6) =7) =0.398 1.568 3.531 5.700 6.402 6.878 K 13 13 13 13 13 13 13 I XQSAVE(K, 1 -7.7108 2 -9.256 3 -9.9473 4 -10.734 5 -11.3803 6 -11.567(7 -11.732 1. 630E-04 1. 123E-04 9.258E-05 6. 606E-05 5. 350E-05 4.439E-05 3. 601E-05 3.019E-05 2.591E-05 2.261E-05 1. 959E-05 1. 705E-05 1. 500E-05 1.331E-05 1.190E-05 1.064E-05 9. 514E-06 8.212E-06 I) XQINT(K,I)
XQSLOP(K,I) 82 -12.18704
-1.10433 77 -12.91461
-1.37853 34 -14.86563
-2.28493 63 -15.86656
-2.83856 39 -16.41466
-3.18537 01 -18.39092
-4.48395 51 NUMXQ(K)=
7 0.085 0.256 0.426 0.852 1.278 1.704 2.130 2.556 2. 982 3.408 3.834 4.260 4.686 5.111 5.537 5.963 6.389 6.815 0.5 9.62E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 8. 583E-05 ANNUAL AVERAGE =5.87 K= 13 FIVEXQ(K)=
8.583E-05 FIVEPR(K)=
5.869 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 I PAGE NO. 138 of 160fl USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ESE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS A A A A A A A B B B B B B B B C C C C C C C C C D D D D D D D D D D 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.08 0.55 0.90 0.83 0.93 0.75 0.03 0.03 0.15 0.70 1.08 0.98 0.60 0.45 0.08 0.03 0.30 1.23 1.45 1.18 0.53 0.60 0.13 0.08 0.28 1.76 2.03 7.67 7.57 7.17 5.69 4.96 1.25 0.08 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 128.7 4. 927E-07 3.294E-07 2. 480E-07 1. 988E-07 1. 660E-07 1 .247E-07 1. 003E-07 4. 107E-06 3. 125E-06 2. 089E-06 1. 573E-06 1 .261E-06 1 .053E-06 7. 912E-07 6. 361E-07 1. 081E-05 8. 223E-06 5. 498E-06 4 139E-06 3. 318E-06 2. 771E-06 2. 082E-06 1. 674E-06 6. 818E-07 3. 389E-05 2 .295E-05 1. 753E-05 1.371E-05 1. 142E-05 9. 848E-06 8. 699E-06 6. 538E-06 5. 257E-06 2. 141E-06 4. 919E-07 3.289E-07 2. 476E-07 1. 985E-07 1. 658E-07 1 .246E-07 1. 001E-07 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7. 840E-07 6. 303E-07 1.055E-05 8. 029E-06 5. 368E-06 4.041E-06 3.240E-06 2 .706E-06 2.033E-06 1. 634E-06 6. 656E-07 4. 657E-05 3. 154E-05 2.400E-05 1 .605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 4.886E-06 1. 990E-06 4. 919E-07 3 289E-07 2 476E-07 1 985E-07 1. 658E-07 1 246E-07 1 001E-07 4. 069E-06 3 096E-06 2 070E-06 1. 558E-06 1 .250E-06 1. 044E-06 7. 840E-07 6. 303E-07 1 .055E-05 8. 029E-06 5. 368E-06 4. 041E-06 3 .240E-06 2. 706E-06 2. 033E-06 1. 634E-06 6. 656E-07 3. 389E-05 2 .295E-05 1. 753E-05 1.371E-05 1. 142E-05 9. 685E-06 8. 088E-06 6. 076E-06 4. 886E-06 1. 990E-06
[CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 139 of 160 E E E E E E E E E E F F F F F F F G G G G G 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 7.9 0.01 1.28 4.29 4.14 7.77 6.12 4.14 2.21 2.11 0.40 0.08 0.04 2.06 4.99 2.33 0.93 0.08 0.03 0.05 2.03 2.28 0.53 0.03 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 179.1 179.1 179.1 179.1 135.6 113.9 100.8 92.0 91.5 91.5 91.5 153.8 153.8 153.8 153.8 105.7 83.8 63.2 147.9 147.9 147.9 147.9 87.7 1.568E-04 5 .339E-05 3. 616E-05 2 .752E-05 2 .430E-05 2. 178E-05 1. 973E-05 1. 805E-05 1.363E-05 1 .096E-05 4.4 64E-06 2.804E-04 9.546E-05 6.465E-05 4. 920E-05 4.786E-05 4. 545E-05 3. 033E-05 4 .480E-04 1.525E-04 1. 033E-04 7. 859E-05 8. 860E-05 2. 653E-04 9. 030E-05 6. 115E-05 4. 654E-05 3. 112E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 9. 474E-06 3. 858E-06 5. 061E-04 1.723E-04 1.167E-04 8. 879E-05 5. 937E-05 4 .469E-05 2.248E-05 8. 550E-04 2. 911E-04 1. 971E-04 1.500E-04 1. 003E-04 1. 568E-04 5. 339E-05 3. 616E-05 2. 752E-05 2 .430E-05 2. 178E-05 1. 878E-05 1 .568E-05 1. 178E-05 9 .474E-06 3. 858E-06 2. 804E-04 9 .546E-05 6.4 65E-05 4. 920E-05 4.786E-05 4.469E-05 2 .248E-05 4.480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 0.4 1.0 1.5 2.0 3.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS; Braidwood, 94-98 met (r3), II ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED OR EXCEEDED.THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.I PAGENO.140 of 160 I 4.480E-04 2.804E-04 1.568E-04 0.052 0.097 0.102 0.00476 0.00883 0.00932 4.920E-05 4.786E-05 4.469E-05 15.623 16.551 16.626 1.42482 1.50943 1.51629 1.878E-05 1.753E-05 1.568E-05 45.136 47.167 49.374 4.11634 4.30157 4.50280 8.029E-06 6.076E-06 5.368E-06 80,316 85.281 86.510 7.32466 7.77744 7.88949 2.070E-06 2.033E-06 1.990E-06 91,876 92.478 92.553 8.37886 8.43374 8.44060 4.919E-07 3.289E-07 2.476E-07 96.013 96.565 97.467 8.75618 8.80648 8.88881 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)1. 525E-04 2.133 0.19455 3. 616E-05 20.914 1.90733 1. 371E-05 57.047 5.20255 4.886E-06 87.764 8.00383 1. 634E-06 92.678 8.45204 1. 985E-07 98.295 8.96427 1. 033E-04 4.415 0.40264 3.389E-05 21.190 1.93248 1.178E-05 59.153 5.39464 4. 069E-06 87.789 8.00612 1. 558E-06 93.756 8.55037 1. 658E-07 99.223 9.04888 9.54 6E-05 6.471 0.59016 2.752E-05 25.327 2.30980 1.142E-05 66.726 6.08524 4.041E-06 89.243 8.13875 1.250E-06 94.734 8.63955 1 .246E-07 99.975 9.11748 8. 860E-05 6.496 0.59244 2.430E-05 33.101 3.01869 1. 055E-05 66.751 6.08753 3. 858E-06 89.318 8.14561 1.044E-06 95.336 8.69443 1.001E-07 100.000 9.11977 7. 859E-05 7.023 0.64046 2.295E-05 34.856 3.17877 9. 685E-06 73.922 6.74154 3. 240E-06 90.497 8.25309 7. 840E-07 95.787 8.73559 6.4 65E-05 12.013 1.09553 2.248E-05 34.881 3.18105 9. 474E-06 74.323 6.77813 3. 096E-06 90.647 8.26681 6. 656E-07 95.863 8.74246 5.339E-05 13.291 1.21215 2. 178E-05 40.999 3.73902 8. 088E-06 80.015 7.29722 2. 706E-06 91.174 8.31483 6. 303E-07 95.938 8.74932 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 141 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2) =XSAVE 3) =XSAVE 4)=XSAVE 5) =XSAVE 6) =XSAVE 7)=XSAVE 8)=XSAVE 9) =XSAVE (10) =0.194 0.589 1.094 3.016 3.736 6.081 6.738 7.321 7.774 K 14 14 14 14 14 14 14 14 14 14 I XQSAVE(K,I 1 -7.7108 2 -8.7883 3 -9.2567 4 -9.6465 5 -10.6252 6 -10.7346 7 -11.3803 8 -11.5449 9 -11.7325 10 -12.0111 1. 948E-04 1.328E-04 1.070E-04 7. 279E-05 5. 281E-05 4. 025E-05 3. 235E-05 2. 690E-05 2.362E-05 2. 206E-05 1. 934E-05 1. 687E-05 1. 486E-05 1. 322E-05 1.184E-05 1. 058E-05 9. 375E-06 8. 101E-06 6. 171E-06:) XQINT(K,I)
XQSLOP(K,I) 82 -11.85185
-1.06105 38 -12.45509
-1.26998'7 -13.59902
-1.72421 51 -15.06723
-2.36469 22 -12.76027
-1.13659 3 -15.64805
-2.75693 39 -16.24626
-3.14337 97 -18.02086
-4.32991 51 -24.43790
-8.74843.0 NUMXQ(K)=
10 0.091 0.274 0.456 0.912 1.368 1.824 2.280 2.736 3.192 3.648 4.104 4 .560 5.016 5.472 5. 928 6.384 6.840 7.296 7.752 0.5 1.12E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 1. 027E-04 ANNUAL AVERAGE 5.48 K= 14 FIVEXQ(K)=
1.027E-04 FIVEPR(K)=
5.483 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 142 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CLASS METER/SEC PERCENT AT 10.0 METERS A A A A A B B B B B B B C C C C C C C D D D D D D D D D E E E E E 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 0.4 1.0 1.5 2.0 3.0 1.05 1.49 2.25 0.69 0.54 0.04 0.18 1.02 1.56 1.02 0.73 0.15 0.07 0.18 1.74 1.85 1.82 0.80 0.25 0.54 2.62 4.83 11.73 10.13 7.01 2.47 1.74 0.07 0.01 1.71 4.72 6.25 6.65 METERS 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)MEANDER BLDG WAKE USED CA=1459.SQ.METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 179.1 179.1 179.1 179.1 3.294E-07 2.480E-07 1. 988E-07 1. 660E-07 1.247E-07 4.107E-06 3.125E-06 2.089E-06 1. 573E-06 1 .261E-06 1.053E-06 7.912E-07 1. 081E-05 8 .223E-06 5. 498E-06 4. 139E-06 3. 318E-06 2 .771E-06 2. 082E-06 3. 389E-05 2. 295E-05 1.753E-05 1.371E-05 1. 142E-05 9. 848E-06 8. 699E-06 6. 538E-06 5.257E-06 1. 568E-04 5. 339E-05 3.616E-05 2. 752E-05 3.289E-07 2.476E-07 1. 985E-07 1. 658E-07 1. 246E-07 4.069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7. 840E-07 1.055E-05 8. 029E-06 5. 368E-06 4.041E-06 3.240E-06 2. 706E-06 2. 033E-06 4. 657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8.088E-06 6. 076E-06 4. 886E-06 2. 653E-04 9.030E-05 6. 115E-05 4.654E-05 3.289E-07 2 .476E-07 1. 985E-07 1. 658E-07 1. 246E-07 4. 069E-06 3. 096E-06 2 070E-06 1 558E-06 1 250E-06 1. 044E-06 7. 840E-07 1. 055E-05 8. 029E-06 5.368E-06 4.041E-06 3.240E-06 2. 706E-06 2. 033E-06 3. 389E-05 2 .295E-05 1.753E-05 1.371E-05 1.142E-05 9. 685E-06 8. 088E-06 6. 076E-06 4.886E-06 1. 568E-04 5. 339E-05 3. 616E-05 2. 752E-05 91.5 32.3 135.6 2.430E-05 3.112E-05 2.430E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 143 of 160 E E E E F F F F F F G G G G G 4.0 5.0 5.9 7.9 0.4 1.0 1.5 2.0 3.0 4.0 0.4 1.0 1.5 2.0 3.0 4.72 2.22 0.84 0.69 0.06 2.87 4.14 1.60 0.36 0.04 0.07 2.80 1.42 0.18 0.07 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 113.9 100.8 92.0 91.5 153.8 153.8 153.8 153.8 105.7 83.8 147.9 147.9 147.9 147.9 87.7 2. 178E-05 1. 973E-05 1. 805E-05 1. 363E-05 2. 804E-04 9. 546E-05 6.4 65E-05 4. 920E-05 4. 786E-05 4. 545E-05 4. 480E-04 1.525E-04 1.033E-04 7. 859E-05 8. 860E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 5. 061E-04 1. 723E-04 1. 167E-04 8. 879E-05 5. 937E-05 4.4 69E-05 8.550E-04 2. 911E-04 1. 971E-04 1.500E-04 1.003E-04 2.178E-05 1. 878E-05 1. 568E-05 1.178E-05 2. 804E-04 9. 546E-05 6.4 65E-05 4. 920E-05 4. 786E-05 4 .469E-05 4.480E-04 1.525E-04 1.033E-04 7. 859E-05 8. 860E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB APPENDIX B USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 1i ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.]B-7 I PAGE NO. 144 of 160I 4.480E-04 2.804E-04 1.568E-04 1.525E-04 0.072 0.134 0.141 2.938 0.00452 0.00845 0.00890 0.18498 4.920E-05 4.786E-05 4.469E-05 3.616E-05 14.926 15.289 15.325 20.048 0.93961 0.96247 0.96476 1.26204 1.753E-05 1.568E-05 1.371E-05 1.178E-05 47.873 48.708 60.442 61.132 3.01370 3.06629 3.80492 3.84837 5.368E-06 4.886E-06 4.069E-06 4.041E-06 84.489 84.562 84.598 86.451 5.31875 5.32333 5.32561 5.44224 1.250E-06 1.044E-06 7.840E-07 3.289E-07 93.098 93.825 93.970 95.023 5.86071 5.90645 5.91560 5.98191 1. 033E-04 4.355 0.27416 3.389E-05 20.593 1.29634 1.142E-05 71.267 4.48637 3.240E-06 88.267 5.55657 2. 476E-07 96.513 6.07567 9.54 6E-05 7.225 0.45481 2.752E-05 26.841 1.68966 1. 055E-05 71.339 4.49095 3.096E-06 88.448 5.56801 1. 985E-07 98.765 6.21745 8. 860E-05 7.297 0.45939 2.430E-05 33.488 2.10814 9. 685E-06 78.350 4.93229 2 .706E-06 89.248 5.61832 1. 658E-07 99.455 6.26090 7. 859E-05 7.479 0.47082 2.295E-05 36.104 2.27279 8. 088E-06 80.820 5.08779 2. 070E-06 90.265 5.68235 1 .246E-07 100.000 6.29520 OR EXCEEDED.6.465E-05 11.620 0.73151 2.178E-05 40.826 2.57007 8.029E-06 81.002 5.09922 2.033E-06 90.519 5.69835 5. 339E-05 13.327 0.83899 1. 878E-05 43.042 2.70956 6. 076E-06 82.745 5.20899 1.558E-06 92.081 5.79668 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)PERCENT OF TIME CHI/Q IS EQUALED OR CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 145 of 160-1 HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 2)=3)=4)=5)=6)=7)=8)=0.185 0.454 0.731 2.270 2.567 4.483 4.929 K I XQSAVE(K,I) 15 1 -7.71082 15 2 -8.78838 15 3 -9.25677 15 4 -9.64651 15 5 -10.68199 15 6 -10.73463 15 7 -11.38039 15 8 -11.54497 2.149E-04 1.509E-04 1.162E-04 7.329E-05 5.189E-05 4.016E-05 3.269E-05 2.750E-05 2.367E-05 2.197E-05 1.954E-05 1.734E-05 1.554E-05 1.403E-05 1.276E-05 1.167E-05 1.045E-05 8.847E-05 ANNUAL AVERAGE = 8.XQINT(K,I)
XQSLOP (K, I)-11.87959
-1.06482-13.40987
-1.59195-15.34572
-2.33399-15.38022
-2.34812-12.69557
-1.00636-15.74110
-2.56934-17.53360
-3.62548 NUMXQ(K)=
8 0.063 0.189 0.315 0.630 0.944 1.259 1.574 1.889 2.203 2.518 2.833 3.148 3.462 3.777 4.092 4.407 4.721 0.5.41E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 7.94 K= 15 FIVEXQ(K)=
8.847E-05 FIVEPR(K)=
: 7. 943 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.NO.
lB I APPENDIX BB-7 I PAGE NO. 146 of 160fl USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSE SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS** CHI/Q VALUES (SEC/CUBIC METER)METERS METERS METERS MEANDER BLDG WAKE CA=1459.SQ.METERS USED A A A A A A B B B B B B B B C C C C C C D D D D D D D D D D E E E 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 2.0 3.0 4.0 5.0 6.0 8.0 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 0.12 0.56 1. 98 2.34 0.77 0.32 0.04 0.04 0.04 1.09 1.25 1.33 0.69 0.28 0.36 1.13 1.65 1.33 0.48 0 .32 0.65 1.57 3.67 11.14 8.60 8.35 5.61 3.59 0.85 0.12 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104. 9 104. 9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 47.4 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 190.3 190.3 189.6 162.1 146.5 136.2 128.8 128.7 128.7 128.7 4. 927E-07 3.294E-07 2. 480E-07 1.988E-07 1. 660E-07 1.247E-07 6. 064E-06 4. 107E-06 3. 125E-06 2. 089E-06 1. 573E-06 1.261E-06 1.053E-06 7. 912E-07 8.223E-06 5.498E-06 4.139E-06 3.318E-06 2.771E-06 2. 082E-06 3. 389E-05 2. 295E-05 1.753E-05 1.371E-05 1. 142E-05 9. 848E-06 8. 699E-06 6. 538E-06 5.257E-06 2. 141E-06 4. 919E-07 3.289E-07 2. 476E-07 1. 985E-07 1.658E-07 1.246E-07 6. 008E-06 4.069E-06 3.096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7.840E-07 8. 029E-06 5. 368E-06 4.041E-06 3.240E-06 2.706E-06 2 .033E-06 4. 657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 9. 685E-06 8. 088E-06 6. 076E-06 4. 886E-06 1. 990E-06 4. 919E-07 3.289E-07 2.476E-07 1. 985E-07 1. 658E-07 1 .246E-07 6. 008E-06 4 069E-06 3. 096E-06 2. 070E-06 1. 558E-06 1. 250E-06 1. 044E-06 7 840E-07 8. 029E-06 5. 368E-06 4.041E-06 3 .240E-06 2.706E-06 2.033E-06 3.389E-05 2 .295E-05 1. 753E-05 1. 371E-05 1. 142E-05 9. 685E-06 8. 088E-06 6. 076E-06 4.886E-06 1. 990E-06 0.4 1.0 1.5 0.01 1810.1.49 1810.3.31 1810.0.0.91.5 32.3 179.1 91.5 32.3 179.1 1.568E-04 2.653E-04 1.568E-04 5.339E-05 9.030E-05 5.339E-05 3.616E-05 6.115E-05 3.616E-05 0. 0. 91.5 32.3 179.1 I CALCULATION NO. BYR04-050, BRW-04-0044-M T MINOR REV. NO. 1B T APPENDIX BB-7 I PAGE NO. 147 of 160 E E E E E E E F F F F F F G G G G G 2.0 3.0 4.0 5.0 5.9 7.9 24.1 0.4 1.0 1.5 2.0 3.0 5.0 0.4 1.0 1.5 2.0 3.0 3.59 8.68 6.17 3.43 1.21 0.93 0.08 0.05 2.10 2.74 1.13 0.48 0.04 0.07 2.66 1.13 0.36 0.04 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 179.1 135.6 113.9 100.8 92.0 91.5 91.5 153.8 153.8 153.8 153.8 105.7 71.4 147.9 147.9 147.9 147.9 87.7 2. 752E-05 2. 430E-05 2. 178E-05 1. 973E-05 1. 805E-05 1. 363E-05 4. 464E-06 2. 804E-04 9. 546E-05 6. 4 65E-05 4. 920E-05 4. 786E-05 4. 275E-05 4.480E-04 1. 525E-04 1. 033E-04 7. 859E-05 8. 860E-05 4.654E-05 3. 112E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 3. 858E-06 5.061E-04 1.723E-04 1.167E-04 8.87 9E-05 5. 937E-05 3.583E-05 8.550E-04 2. 911E-04 1. 971E-04 1.500E-04 1. 003E-04 2. 752E-05 2 430E-05 2. 178E-05 1. 878E-05 1. 568E-05 1. 178E-05 3 .858E-06 2 804E-04 9. 546E-05 6. 465E-05 4. 920E-05 4. 786E-05 3. 583E-05 4 .480E-04 1. 525E-04 1.033E-04 7. 859E-05 8. 860E-05 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB B USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE = 1810.0 METERS LATERAL PLUME MEANDER/BUILDING WAKE CREDIT ALLOWED AS A FUNCTION OF DOWNWIND DISTANCE.MEANDER CREDIT IS FOR WINDSPEEDS LESS THAN 6 MPS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
APPENDIX BB-7 I PAGENO. 148 of 160 I BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.4.480E-04 2.804E-04 1.568E-04 0.068 0.114 0.120 0.00388 0.00646 0.00681 4.920E-05 4.786E-05 3.616E-05 11.783 12.267 15.576 0.66769 0.69513 0.88264 1.753E-05 1.568E-05 1.371E-05 43.381 44.592 55.730 2.45822 2.52682 3.15797 5.368E-06 4.886E-06 4.069E-06 84.342 85.190 85.230 4.77928 4.82730 4.82959 1.990E-06 1.558E-06 1.250E-06 90.355 91.606 92.938 5.12001 5.19090 5.26636 1.246E-07 100.000 5.66654 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)1. 525E-04 2.784 0.15774 3. 583E-05 15.617 0.88493 1. 178E-05 56.658 3.21056 4. 041E-06 86.884 4.92335 1.044E-06 93.624 5.30523 1.033E-04 3.914 0.22177 3.389E-05 16.262 0.92152 1.142E-05 65.254 3.69764 3. 858E-06 86.965 4.92792 7.840E-07 93.906 5.32124 9. 546E-05 6.012 0.34068 2.752E-05 19.854 1.12504 9. 685E-06 73.608 4.17100 3.240E-06 88.297 5.00338 4. 919E-07 94.027 5.32810 8.860E-05 6.052 0.34297 2.430E-05 28.530 1.61669 8. 088E-06 79.217 4.48886 3. 096E-06 88.337 5.00567 3.289E-07 94.592 5.36012 7. 859E-05 6.416 0.36355 2. 295E-05 30.104 1.70588 8. 029E-06 79.580 4.50944 2. 706E-06 88.822 5.03311 2. 476E-07 96.570 5.47217 OR EXCEEDED.6.465E-05 9.160 0.51905 2.178E-05 36.279 2.05575 6.076E-06 83.172 4.71296 2.070E-06 89.911 5.09485 1.985E-07 98.910 5.60480 5. 339E-05 10.653 0.60366 1. 878E-05 39.709 2.25012 6. 008E-06 83.212 4.71525 2. 033E-06 90.234 5.11315 1. 658E-07 99.677 5.64825 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 149 of 160-1 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE INTO THIS WIND BLOWS SECTOR ONLY HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK HANDCHECK GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: GRAPH: SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT LT LT LT-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0-1.0 FOR FOR FOR FOR FOR FOR FOR FOR FOR LOW LOW LOW LOW LOW LOW LOW LOW LOW PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XSAVE 2)=XSAVE 3)=XSAVE 4)=XSAVE 5)=XSAVE 6)=XSAVE 7)=XSAVE 8)=XSAVE 9)=XSAVE (10) =0.158 0.340 0.518 1. 615 2.054 3.155 3. 694 4.168 4.506 K 16 16 16 16 16 16 16 16 16 16 I XQSAVE(K,I 1 -7.7108 2 -8.7883 3 -9.2567 4 -9.6465 5 -10.6252 6 -10.7346 7 -11.1974 8 -11.3803 9 -11.5449 10 -11.7325 2.114E-04 1. 459E-04 1. 071E-04 6. 023E-05 4. 299E-05 3. 350E-05 2. 743E-05 2. 375E-05 2.214E-05 1. 966E-05 1. 733E-05 1 .546E-05 1. 391E-05 1. 259E-05 1. 147E-05 1. 038E-05 9. 260E-06 I) XQINT(K,I)
XQSLOP(K,I) 82 -11.97163
-1.07813 38 -14.40194
-1.90125 77 -16.63657
-2.72699 51 -15.58311
-2.31601 22 -13.01781
-1.11767 53 -15.86353
-2.51071 12 -15.97478
-2.57057 39 -16.65777
-2.95270 97 -20.37233
-5.09791 51 NUMXQ(K)=
10 0.057 0.170 0.283 0.567 0.850 1.133 1.417 1.700 1.983 2.267 2.550 2.833 3.117 3.400 3.683 3. 967 4.250 0.5 6.65E-07 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 8.82 6. 697E-05 ANNUAL AVERAGE =K= 16 FIVEXQ(K)=
6.697E-05 FIVEPR(K)=
8.824 I CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B I APPENDIX BB-7 I PAGE NO. 150 of 160f USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: Braidwood DATA PERIOD: TYPE OF RELEASE: Ground Release SOURCE OF DATA: RUN DATE: 04/05/09 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 10.4 meters DELTA-T HEIGHTS: 61.9-10.4 meters COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ALL SECTOR.STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT CLASS METER/SEC PERCENT AT 10.0 METERS SIGMA-Y SIGMA-Z METERS METERS 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 5.0 6.0 8.0 9.9 24.3 1.0 1.5 2.0 3.0 4.0 0.03 0.26 1.20 1.24 1.06 0.51 0.34 0.03 0.03 0.00 0.07 0.27 1.00 0.87 0.70 0.40 0.25 0.04 0.01 0.01 0.13 0.50 1.29 1.19 0.88 0.49 0.35 0.05 0.02 0.42 1.85 3.20 8.25 7.24 METERS 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.METERS METERS 0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.0.320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 1000.0 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 209.6 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 104.9 47.4 47.4 47.4 47.4 47.4 MEANDER-SY METERS 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 320.1 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 240.7 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 182.8 128.7 128.7 128.7 128.7 128.7 MEANDER BLDG WAKE CA=1459.SQ.METERS
** CHI/Q VALUES (SEC/CUBIC METER)USED 6. 474E-07 4. 927E-07 3.294E-07 2.480E-07 1. 988E-07 1. 660E-07 1.247E-07 1. 003E-07 4. 085E-08 6.064E-06 4.107E-06 3.125E-06 2 .089E-06 1.573E-06 1 .261E-06 1 .053E-06 7. 912E-07 6. 361E-07 2. 591E-07.1. 596E-05 1.081E-05 8 .223E-06 5.498E-06 4.139E-06 3. 318E-06 2.771E-06 2.082E-06 1. 674E-06 6. 818E-07 5.011E-05 3. 394E-05 2. 582E-05 1. 727E-05 1.300E-05 6.4 65E-07 4. 919E-07 3. 289E-07 2. 476E-07 1. 985E-07 1. 658E-07 1.24 6E-07 1.001E-07 4.079E-08 6. 008E-06 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1. 044E-06 7. 840E-07 6. 303E-07 2. 567E-07 1.558E-05 1. 055E-05 8. 029E-06 5.368E-06 4.041E-06 3. 240E-06 2.706E-06 2.033E-06 1. 634E-06 6. 656E-07 4.657E-05 3. 154E-05 2. 400E-05 1. 605E-05 1.208E-05 6.465E-07 4. 919E-07 3 .289E-07 2.476E-07 1. 985E-07 1. 658E-07 1 .246E-07 1. 001E-07 4. 079E-08 6. 008E-06 4. 069E-06 3. 096E-06 2. 070E-06 1.558E-06 1.250E-06 1.044E-06 7. 840E-07 6. 303E-07 2. 567E-07 1.558E-05 1.055E-05 8. 029E-06 5. 368E-06 4. 041E-06 3 .240E-06 2. 706E-06 2. 033E-06 1. 634E-06 6. 656E-07 4. 657E-05 3.154E-05 2 .400E-05 1. 605E-05 1.208E-05 D D D D D I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B i APPENDIX BB-7 IPAGE NO. 151 of 160 5.0 6.0 8.0 9.9 24.3 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 0.4 1.0 1.5 2.0 3.0 4.0 5.0 5.9 7.9 9.8 24.1 6.01 4.15 3.43 0.87 0.15 0.01 1.65 3.96 4.85 9.56 7.23 4.72 2.72 2.33 0.61 0.20 0.05 2.10 2.76 2.07 1.90 0.49 0.16 0.02 0.01 0.03 0.04 0.04 1.69 1.11 0.48 0.37 0.03 0.01 1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 43.6 47.4 47.4 47.4 47.4 47.4 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 32.3 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 21.0 13.7 13.7 13.7 13.7 13.7 13.7 13.7 128.7 128.7 128.7 128.7 128.7 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 91.5 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 63.2 43.6 43.6 43.6 43.6 43.6 43.6 43.6 1.042E-05 8 .703E-06 6. 538E-06 5.257E-06 2. 141E-06 3 .069E-04 1 .045E-04 7. 075E-05 5. 384E-05 3. 600E-05 2. 710E-05 2. 173E-05 1. 815E-05 1. 363E-05 1. 096E-05 4. 464E-06 6. 829E-04 2. 325E-04 1. 574E-04 1. 198E-04 8. O1OE-05 6. 030E-05 4. 834E-05 4. 038E-05 3. 033E-05 2.439E-05 9. 933E-06 1 .519E-03 5. 172E-04 3. 503E-04 2. 666E-04 1. 782E-04 1. 342E-04 1 .076E-04 9. 685E-06 8. 088E-06 6.076E-06 4.886E-06 1. 990E-06 2. 653E-04 9. 030E-05 6. 115E-05 4.654E-05 3. 112E-05 2. 342E-05 1.878E-05 1.568E-05 1.178E-05 9. 474E-06 3. 858E-06 5. 061E-04 1. 723E-04 1.167E-04 8. 879E-05 5. 937E-05 4.4 69E-05 3. 583E-05 2.992E-05 2.248E-05 1.807E-05 7. 361E-06 8. 550E-04 2. 911E-04 1. 971E-04 1.500E-04 1.003E-04 7.549E-05 6.053E-05 9. 685E-06 8.088E-06 6.076E-06 4. 886E-06 1. 990E-06 2. 653E-04 9.030E-05 6. 115E-05 4. 654E-05 3. 112E-05 2. 342E-05 1. 878E-05 1. 568E-05 1.178E-05 9.474E-06 3.858E-06 5.061E-04 1. 723E-04 1.167E-04 8. 879E-05 5. 937E-05 4 .469E-05 3. 583E-05 2. 992E-05 2.248E-05 1.807E-05 7.361E-06 8. 550E-04 2. 911E-04 1. 971E-04 1.500E-04 1. 003E-04 7. 549E-05 6. 053E-05 G G G G G G G 0.4 1.0 1.5 2.0 3.0 4.0 5.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. 1B I APPENDIX BB-7 I PAGENO. 152 of 160 USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
DIRECTION-INDEPENDENT (S.R.P 2.3.4) MODEL.MINIMUM BOUNDARY DISTANCE = 1810.0 METERS.BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.8.550E-04 5.061E-04 0.043 0.089 0.04345 0.08918 8.879E-05 7.549E-05 12.337 12.367 12.33707 12.36680 3.112E-05 2.992E-05 35.559 35.582 35.55911 35.58198 1.208E-05 1.178E-05 68.976 71.306 68.97553 71.30574 5.368E-06 4.886E-06 87.491 88.358 87.49142 88.35811 1.990E-06 1.634E-06 92.966 93.014 92.96593 93.01395 3.289E-07 2.567E-07 96.789 96.799 96.78940 96.79855 X/Q PERCENTILES 2.911E-04 1 .781 1.78139 6. 115E-05 16.325 16.32518 2.400E-05 38.779 38.77887 1. 055E-05 71.434 71.43380 4. 069E-06 88.427 88.42671 1.558E-06 93.888 93.88750 2.476E-07 98.038 98.03797 2. 653E-04 1.788 1.78825 6.053E-05 16.332 16.33204 2.342E-05 46.012 46.01189 9. 685E-06 77.448 77.44798 4.041E-06 89.618 89.61811 1. 250E-06 94.583 94.58267 1. 985E-07 99.097 99.09674 1.971E-04 2.897 2.89732 5. 937E-05 18.230 18.23005 2.248E-05 46.019 46.01875 9. 474E-06 78.061 78.06084 3. 858E-06 89.822 89.82163 1.044E-06 94.987 94.98743 1. 658E-07 99.607 99..60669 1. 723E-04 5.001 5.00114 4.657E-05 18.649 18.64853 1.878E-05 50.734 50.73405 8.088E-06 82.214 82.21358 3.240E-06 90.704 90.70432 7. 840E-07 95.241 95.24126 1 .246E-07 99.945 99.94513 1.500E-04 5.484 5.48365 4. 654E-05 23.499 23.49874 1.807E-05 50.762 50.76149 8. 029E-06 82.717 82.71667 3. 096E-06 90.970 90.96959 6. 656E-07 95.264 95.26412 1. 001E-07 99.973 99.97257 1. 167E-04 8.246 8.24606 4.469E-05 23.988 23.98811 1. 605E-05 59.010 59.00983 7.361E-06 82.758 82.75784 2. 706E-06 91.464 91.46353 6.4 65E-07 95.298 95.29842 4. 079E-08 100.000 100.00000 OR EXCEEDED.1.003E-04 8.619 8.61880 3.583E-05 24.144 24.14361 1.568E-05 61.729 61.72879 6. 076E-06 86.193 86.19255 2.070E-06 92.465 92.46513 6.303E-07 95.335 95.33501 9. 030E-05 10.265 10.26526 3. 154E-05 25.996 25.99589 1.558E-05 61.738 61.73794 6. 008E-06 86.197 86.19712 2.033E-06 92.820 92.81958 4.919E-07 95.593 95.59342 (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)
I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.NO.
IB I APPENDIX BB-7 I PAGE NO. 153 of 160 PERCENT OF TIME CHI/Q SEC/CUBIC METER CHI/Q IS EQUALED WITH RESPECT TO THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY ERROR IN NORMAL TRANSFORMATION FOR A( 68)= 100.00000 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 3)=XSAVE( 4)=4.997 12.335 3. 54 6E-04 2 .260E-04 1. 723E-04 1. 050E-04 7. 411E-05 5. 552E-05 4. 413E-05 3. 740E-05 3. 207E-05 2. 773E-05 2. 409E-05 2. 118E-05 1. 866E-05 1. 641E-05 1. 433E-05 1 .240E-05 1. 061E-05 8. 921E-06 6. 820E-06 4 446E-06 1.723E-04 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.0 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.00 K= 17 FIVEXQ(K)=
1.723E-04 FIVEPR(K)=
5.000 CALCULATION NO. BYR04-050, BRW-04-0044-M MINOR REV. NO. 1B APPENDIX E USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
FIVE PERCENT OVERALL SITE LIMIT BUILDING WAKE CREDIT ALLOWED: C= 0.5 A= 2917. D= 60.7 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT VALUE IS REACHED THE TOP NUMBER IS THE CHI/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.3B-7 PAGE NO. 154 of 160 OR EXCEEDED.4.480E-04 2.804E-04 1.568E-04 1.525E-04 0.043 0.089 0.096 1.788 0.04345 0.08918 0.09604 1.78825 6.053E-05 5.339E-05 4.920E-05 4.786E-05 8.655 10.302 12.374 14.272 8.65538 10.30185 12.37366 14.27167 2.430E-05 2.295E-05 2.248E-05 2.178E-05 33.730 35.582 35.589 42.822 33.72970 35.58197 35.58883 42.82185 1.178E-05 1.142E-05 1.055E-05 9.685E-06 64.068 71.306 71.434 77.448 64.06815 71.30573 71.43377 77.44796 5.368E-06 4.886E-06 4.069E-06 4.041E-06 87.491 88.358 88.427 89.618 87.49139 88.35807 88.42668 89.61810 1.990E-06 1.634E-06 1.558E-06 1.250E-06 92.966 93.014 93.888 94.583 92.96591 93.01394 93.88748 94.58265 3.289E-07 2.567E-07 2.476E-07 1.985E-07 96.789 96.799 98.038 99.097 96.78935 96.79850 98.03793 99.09669 X/Q PERCENTILES (BASED ON THE UPPER ENVELOPE OF THE ORDERED X/Q-FREQUENCY VALUES, AND AS PLOTTED ON A LOG-NORMAL GRAPH.)1. 033E-04 2.897 2.89732 4 .469E-05 14.761 14.76103 1. 878E-05 47.537 47.53716 9.474E-06 78.061 78.06081 3. 858E-06 89.822 89.82161 1.044E-06 94.987 94.98741 1.658E-07 99.607 99.60664 9.54 6E-05 5.001 5.00114 3. 616E-05 18.719 18.71941 1.807E-05 47.565 47.56460 8. 088E-06 82.214 82.21355 3. 240E-06 90.704 90.70431 7. 840E-07 95.241 95.24124 1 .246E-07 99.945 99.94508 8.860E-05 5.374 5.37389 3. 583E-05 18.875 18.87491 1.753E-05 50.761 50.76148 8. 029E-06 82.717 82.71664 3. 096E-06 90.970 90.96957 6. 656E-07 95.264 95.26411 1.001E-07 99.973 99.97251 7. 859E-05 5.856 5.85639 3. 389E-05 19.293 19.29338 1. 568E-05 53.480 53.48045 7. 361E-06 82.758 82.75780 2. 706E-06 91.464 91.46352 6. 465E-07 95.298 95.29840 4. 079E-08 100.000 99.99995 7 .549E-05 5.886 5.88612 2. 992E-05 19.316 19.31625 1.558E-05 53.490 53.48959 6. 076E-06 86.193 86.19251 2.070E-06 92.465 92.46511 6. 303E-07 95.335 95.33498 6. 465E-05 8.649 8.64852 2. 752E-05 24.166 24.16647 1.371E-05 61.738 61.73793 6. 008E-06 86.197 86.19709 2 .033E-06 92.820 92.81956 4. 919E-07 95.593 95.59338 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 155 of 160 PERCENT OF TIME CHI/Q IS EQUALED CHI/Q WITH RESPECT TO SEC/CUBIC METER THE TOTAL TIME OR EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH: HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES.
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 3)= 4.997 XSAVE( 4)= 14.271 K 18 18 18 18 18 18 18 18 18 18 I XQSAVE(K,I) 1 -7.71082 2 -8.78838 3 -9.25677 4 -9.94734 5 -10.62522 6 -10.73463 7 -11.38039 8 -11.54497 9 -11.73251 10 -16.11664 1. 860E-04 1.217E-04 9. 547E-05 6. 179E-05 4. 629E-05 3. 776E-05 3. 171E-05 2. 710E-05 2. 391E-05 2. 251E-05 2. 076E-05 1. 861E-05 1. 669E-05 1. 494E-05 1. 332E-05 1. 180E-05 1.037E-05 8. 877E-06 6. 820E-06 4. 445E-06 9. 547E-05 XQINT(K,I)
XQSLOP(K,I)
-10.62810
-0.87604-10.95057
-1.02960-11.22605
-1.19705-11.06343
-1.04482-10.81734
-0.45808-10.89166
-0.86968-10.89735
-0.85955-10.79936
-0.98961-10.08712
-1.74494 NUMXQ(K)=
10 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.0 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.00 K= 18 FIVEXQ(K)=
9.547E-05 K 1 2 3 4 5 6 HIGHPR-2.82155-1.78309-2.79697-2.67453-2.57624-2.80156 PR 0.23897 3.72857 0.25793 0.37417 0.49942 0.25429 FIVEPR(K)=
5.000 GRNDVT(K)4.22800 5.26942 6.10231 5.98233 5.25961 4.65728 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 156 of 160 7 8 9 10 11 12 13 14 15 16 K 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16-2.99512-3.11882-3.20989-3.21065-3.13149-2.84197-2.78209-2.63026-2.69806-2.78093 HOURS (K)20.93350 326. 62310 22.59442 32.77713 43. 74879 22.27539 12.01645 7.95371 5.81660 5.80094 7.61850 19. 63861 23.65697 37.36984 30.54865 23. 74155 0.13717 0.09080 0.06640 0.06622 0.08697 0.22418 0.27006 0.42660 0.34873 0.27102 TOTHRS 20.93350 347.55660 370.15100 402.92820 446.67690 468.95230 480.96880 488.92250 494.73910 500.54000 508.15850 527.79710 551.45410 588.82400 619.37260 643.11420 4.98165 6. 51959 6.53955 7.74017 5.87912 7.24032 8.51913 9.11977 6.29520 5.66654 K FIVEXQ SVANN 1 6.377E-05 5.718E-07 2 5.453E-05 6.058E-07 3 7.205E-05 7.697E-07 4 9.396E-05 1.021E-06 5 1.100E-04 1.095E-06 SLTIME TIMINT-0.5622 -9.2705-0.5367 -9.4447-0.5413 -9.1629-0.5393 -8.8989-0.5498 -8.7336 I TIME 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 XQT-10.43961-10.82932-11.67496-12.88909-10.56070-10.93269-11.73988-12.89880-10.28857-10.66380-11.47801-12.64702-10.02028-10.39408-11.20518-12.36974 I CALCULATION NO. BYR04-050, BRW-04-0044-M
-MINOR REV. NO. IB I APPENDIX BB-7 I PAGE NO. 157 of 160-1 1 2 3 4 6 8.103E-05 7.787E-07-0.5540 -9.0367 7 5.921E-05 5.805E-07 8 4.761E-05 5.721E-07 9 3.895E-05 4.593E-07 10 4.840E-05 5.213E-07 11 4.344E-05 4.623E-07 12 8.324E-05 7.667E-07 13 8.583E-05 9.623E-07 14 1.027E-04 1.116E-06-0.5516 -9.3520-0.5273 -9.5870-0.5296 -9.7861-0.5404 -9.5614-0.5418 -9.6686-0.5590 -9.0063-0.5356 -8.9920-0.5394 -8.8095 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0-9.87689-10.25798-11.08493-12.27222-10.18863-10.57260-11.40579-12.60205-10.49898-10.88130-11.71091-12.90202-10.68347-11.04896-11.84206-12.98076-10.88724-11.25430-12.05079-13.19437-10.68508-11.05963-11.87238-13.03928-10.79522-11.17075-11.98563-13.15560-10.16877-10.55625-11.39705-12.60422-10.10565-10.47687-11.28241-12.43896-9.93102-10.30487-11.11610-12.28083 1 2 3 4 15 8.847E-05 8.407E-07-0.5553 -8.9479 1 8.0 -10.10263 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINORREV.
NO. lB I APPENDIX BB-7 I PAGE NO. 158 of 160fl 16 6.697E-05 6.650E-07
-0.5501 -9.2299 17 1.723E-04 1.116E-06
-0.6010 -8.2496 18 9.547E-05 1.116E-06
-0.5306 -8.8889 2 16.0 3 72.0 4 624.0 1 8.0 2 16.0 3 72.0 4 624.0 1 8.0 2 16.0 3 72.0 4 624.0-10.48754-11.32276-12.52193-10.37375-10.75502-11.58237-12.77023-9.49940-9.91600-10.81999-12.11790-9.99224-10.36003-11.15810-12.30394 1 2 3 4 8.0 16.0 72.0 624.0 I CALCULATION NO. BYR04-050, BRW-04-0044-M I MINOR REV. NO. lB I APPENDIX BB-7 I PAGE NO. 159 of 160 ]USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/05/09 PLANT NAME: Braidwood METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 10.4 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 61.9-10.4 meters SOURCE OF DATA: COMMENTS:
Braidwood, 94-98 met (r3), 11 ws cats, 34' wind, 30'-199' Delta T PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 RELATIVE CONCENTRATION (X/Q) VALUES (SEC/CUBIC METER)VERSUS AVERAGING TIME HOURS PER YEAR MAX 0-2 HR X/Q IS EXCEEDED DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE MAX X/Q DISTANCE (METERS)1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.1810.0-2 HOURS 6. 38E-05 5.45E-05 7. 21E-05 9. 40E-05 1 10E-04 8. 1OE-05 5 92E-05 4. 76E-05 3. 90E-05 4 84E-05 4 34E-05 8. 32E-05 8. 58E-05 1. 03E-04 8. 85E-05 6. 70E-05 1. lOE-04 1.72E-04 9. 55E-05 0-8 HOURS 2.93E-05 2. 59E-05 3. 40E-05 4.45E-05 5. 13E-05 3. 76E-05 2. 76E-05 2 .29E-05 1.87E-05 2 .29E-05 2. 05E-05 3. 83E-05 4. 08E-05 4. 86E-05 4. l0E-05 3. 12E-05 7.4 9E-05 4.58E-05 8-24 HOURS 1.98E-05 1.79E-05 2.34E-05 3.06E-05 3. 51E-05 2. 56E-05 1. 88E-05 1. 59E-05 1. 30E-05 1. 57E-05 1. 41E-05 2.60E-05 2.82E-05 3.35E-05 2.79E-05 2.13E-05 1-4 DAYS 8.50E-06 7. 97E-06 1.04E-05 1. 36E-05 1. 53E-05 1.1IE-05 8.20E-06 7 .20E-06 5. 84E-06 6. 98E-06 6.23E-06 1.12E-05 1.26E-05 1. 49E-05 1.21E-05 9. 33E-06 2. OOE-05 1.43E-05 4-30 DAYS 2.53E-06 2.50E-06 3.22E-06 4.25E-06 4. 68E-06 3. 37E-06 2. 49E-06 2. 30E-06 1. 86E-06 2. 17E-06 1. 93E-06 3. 36E-06 3. 96E-06 4. 64E-06 3. 65E-06 2. 84E-06 ANNUAL AVERAGE IN 5.72E-07 6.06E-07 7. 70E-07 1.02E-06 1. 09E-06 7 .79E-07 5. 81E-07 5. 72E-07 4.59E-07 5.21E-07 4 .62E-07 7.67E-07 9. 62E-07 1. 12E-06 8.41E-07 6.65E-07 AROUND SITE: SECTOR 20.9 326.6 22.6 32.8 43.7 22.3 12.0 8.0 5.8 5.8 7.6 19.6 23.7 37.4 30.5 23.7 643.1 DOWNWIND SECTOR S SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE TOTAL HOURS SRP 2.3.4 1810.SITE LIMIT 4. 94E-05 3. 17E-05 5.46E-06 4.53E-06 1.12E-06 1.12E-06 THE FIVE-PERCENT-FOR-THE-ENTIRE-SITE X/Q IS LIMITING.**NOTE**:
VALUES ON THIS PAGE ARE APPROXIMATIONS ONLY.CHECK THE REASONABLENESS OF THE ENVELOPES COMPUTED FOR THE 0-2 HOUR VALUES. FOR ANY FAULTY ENVELOPES, ADJUST THE ABOVE VALUES.
I CALCULATION NO. BYR04-050, BRW-04-0044-M USNRC COMPUTER CODE-PAVAN, VERSION 2.0 I MINOR REV. NO. IB RUN DATE: 04/05/09 APPENDIX BB-7 I PAGENO. 160 of 160 I PRINTOUT OF INPUT CARDS 1 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 ATTACHMENT 4 Braidwood and Byron Stations Measurement Uncertainty Recapture Technical Evaluation Response to NRC Acceptance Review Questions Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B, Appendix BB-1: "Byron Joint Frequency Distribution" Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. lB Appendix BB-1 Page 1 of 8 Byron Joint Frequency Distribution 1994-1998 (Rev. 4)30 ft wind 250,30 ft Delta T Wind i lio irecuon Category IN Total NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW-t oao: 2 2 2 01 0)0T O 01 1 0'.alms Total 0 I 1 14 1 (A)2 (B)3'1 2 3 2 5 3 0 8 16 0 2 0 0 8 4 6 0 0 0 7 8 17 9 32 10 2 0 2 0 9 20 12 191 281 21 1'13 C C 1 2 4 O 1 3 30 7 2 0 0 2 1C 28 49 45 34 2 0 1 2 3 18 34 12 1E 2C 14 1485 310 51 4 141 161 91 1 211 311 2!10 23 36 177 28, 321 230 (4 2 0 1 4 10 7-1 1 0 0 2 9 101 5 4 ,=1V (14 3 2 a 2 O 2 7 3=*42 27 23 0 4 4 44 58 47 291 34C 23c 191 1430 0 14 2(1: 6 19 3 (C)12 9 17 7 10 C 491 251 331 11 2 3 2 0 23 41 33 28 7 C 33 64 3: 3'12!411 49: 46&281 2 0&#xa3;3 4 C 2'31(741 12681 531 1071 791 471 41 681 741 7!101 311 35*1 371 31, 4 (D)371 211 141 2721 1711 115 15" 16, 20, 5(21 19 1 1561 164 1 18 % 221 153 1 9 21 141 271 4 251 201 142 22 z;1271 2601 37 1 14 5 (E)1f 31 3C 0 0 71 281 2229 20380 11763 25 35 43 4 60 7 5 7 901 901 1223 10, 2571 208 1 8 73 105 185 192 44 611 431 154 121 2f UC 1281 329 137 149 1101 T0 F2 16 1711 2011 221 251 211 1991 3131 2421 1721 1741 147 18M 12f 130 44 11 3 2381 155!821 631 8 9 10-1T 37 (0-C 17 7 36 7 391 241 1051 1431 142 441 21 49 61 1 2 241 0-0 95 1T26-(13(1E 57i 87(6 (F)3 31 12 4 20 10 5 39 32 6 11 7 1 1 8 0 C 9 0 C 10 1 01 i11 541 341 301 421 661 731 661 6E 11'4 9 14 4 O 0 0 0 0 131 1021 631 441 531 961 1021 511 5(66 15 0 0 84(6&8 0 1 0 1 0 0 0 20 201 1001 41 4 2 C 200 2 21 11 121 12 1 0 0 0 0 o0 1 C C-3 C C C-3 0 0 0-3 C 11 C C 0 0 0 0 C 4539 Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. I B Appendix BB-1 Page 2 of 8 2 25 9 8 15 17 10 11 15 25 43 50 52 73 94 110 68 625 11 3 7 3 2 8 29 30 14 35 54 42 27 30 39 23 78 48 469 4 5 1 1 3 35 28 17 19 69 34 6 4 9 6 13 10 260 5 9 1 0 2 30 540 62 60 83 7 1 2 2 1 0 0 314 7(G) 6 1 0 0 3 6 31 30 32 18 0 0 0 0 0 0 121 87 0 0 a 2 0 3 5 14 3 0 0 0 0 0 0 27 8 0 0 0 O 0" O 1 0 _ 1 O 0 1 0 0 0 0 20 0 2 9 0 0 0 0 O 0 0 2 0 0 0 1 3 -0 0 0 a 0 0 _10 __0 0 0( 0 O _ 0 0 _11 0 00 if 00i 50 00 of 50 15 06 01 of 0 a 1829 43655 Notes: (1) Wind Sp ed Categories defined as follows: Wind Speed Category (mph)Calm <0.8 2 _0.80-<2.35 3 > 2.35 -<3.47 4  3.47 -<4.56 5 : 4.56 -<6.82 6  6.82 -<9.06 7 a 9.06 -<11.30 8 2! 11.30- <13.53 9  13.53 -<18.01 10 > 18.01 -<22.40 11 _22.40 Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B Appendix BB-1 Byron Joint Frequency Distribution 1994-1998 (Rev. 4)30 ft wind 250-30 ft Delta T', ~ ~~~Wind, Direction ,Ca'tegory i*Page 3 of 8 I Wind Speed Category 3)2 3 4 5 1 0.00229 0.00000 0.00458 21 31 71 81 4 5 6 9 000000 0.000001 0.00000)6 0.020621 121 1 (A)0.01833 0.00916 0.034361 0.01602 0.032071 0.016031 0.048101 0.02062 0.02291 0,04810 0.03894 0,00916 0020621 0.02291 0.0206, 10 0*00229 0.00687 0.00229 0.02520 0.0274E 0.0435, 0.04581 0.07551 0.0297i 0.0091(11 0.00000 0.00458 0.01145 0.04352 0.04581 0.06414 13 0.00229 141 15 0.00229 0.08246 0.018331 0.029781 0.40545 16i Total 0.03207) C 0.65514 Calms Total I (0.000001 0.73531 7 0.043521 0.045811 0.54747 0.006871 C 0.059561 0.105371 0.077 2 (B)10 11 2 3 4 5 6 7 8 9 10 11 2 3 4 5 6 7 8 9 10 11 0.000001 0.00000 0.01603 0.00687 n nn 045rA 0.029 0.002291 0.00451 0.00000 0.004581 0.0000C 0.00000 0.0000C 0.0000,I 0.006871 I 0.002291).00229! 0.000001 0.00687 0.00451 0.011451 0.020621 0.03201 0.0366,1 0.036651 0.4443S 0.83 .4581 0!0206: .01 0.029781 0.036651 0.006871 0.01141 3.04581 0.02520 0.02741 0.048101 0.07101 0.02291 0.00451 0.00687 0.00459 0.00459 0.01374 0.0481(0.08249 0.0601 -0.0412" 0.009161 0.016 0.0458 0.0022i 0.0000 .0022 0.00000 0.0000?0.022911 0.02062 0.0320U 0.02978 0.036651 0.04581 0.07788 0.03661 0.05727 0.06414 0.06185 0.096211 0.0504C 0.02978 0.04810 0.07330 0.061851 0.0366-0.02291 0.04352 0.059561 0.05269 0.02062 0.01374 0.02291 0.020621 0.0057 0.0022c 0.45127 0.54747 0.00000 0.00001 0.000001 0.002291 0.0068 0.00458 0.00001 0.02971 3.401672 3.275684 0.01603 0.1 0.00687 0.00000 0.02291 0.01374 0.08246 0.10308 0.1099i 0.06414 0,0000001 0.006871 0.00911 0.009161 0.1007f 0.018331 0.011451 0.011 0.022911 0.029781 0.027491 0.112241 0.057271 0.07559 1 0.027491-0.052691 0.09392 0.08011 1.12931 3 (C)0.075591 0.061851 0.103081 0.10761 0.027491 0.022911 0.016031 0.011451 0.004581 0.022911 0.057271 0.0504 0.06414 0.06872 0.01603 0.00687 0.02291 0.038941 0.0114: 0.004581 0.000001 0.000001 0.000001 0.00001 0.0000(0.0000C 0.011451 0.0000 0.009161 0.0091(0.00681 4(D)2 3 4-5 6 7 a 9 10 2 0.041231 0.057271 0.036651 0.0389 0.050401 0.02971 0.04121 C0.13,51 0.112241 0.087051 0.24969 ! 0 0.62078 0.4260 0.377961 0.3619;0.2410 o.iebW 0.673461 0.37109 0.1076(0. 1099E 181 0.18787 0.375671 0.4214S 0.519991 0.515401 0.604741 0.4856" 0.55209 o02451I 0.2244, 0 7198 04695 0.03665 0.503951 0.304661 0.277171 0.437521 0.162641 0.142021 0.176381 0.375671 0.448971 0.357351 0.375671 0.352771 0.57954 0.036651 0.0091 0.036651 0.0000I 0.000001 0.016031 0.002291 0.04819 0.0045: 0.03207 0.061M8 0.100791 0.224491 0.073301 0.0000M 0.162641 0.07788 1.06289 0.03665 0.7055: 0.03207 0.63221 0.00000 0.1672;0.00229 0.05491 0.03436 0.71011 0.14889 1.7111, 0.21762 2.8931, 0.60408 8.5488!0.65743 8.6931(0.62307 8.7183(0.29092 5.9741;0.23504 6.7575: 0.03804 2.02261 0.00000 0.64591 0.10079 1.4179, 0.13057 2.41669 0.19929 3.2184, 0.45585 7.1721!0.22676 5.47019(0.06872 3.5620, 0.02062 1.8806(0.01145 1.45001 0.00000 0.29M7 0.00000 0.04351 0.08934 1.3194, 0.14660 2.066 0.14660 1.92419 0.09621 3.12679 0.00000 1.46604 0.00000 0.4627, 0.009161 5.105944 46.68423 26.94537 0.016031 5 (E)5 6 7 8 9 10 11 0.2748f 0.75364T 0.3917110.460431 0.50624 0.087051 0.018331 0.0068'0.0000C 0.00000) 0.000001 0.000001 0.000000 0.013741 0.002291 0.013741 0.0022!0.00229 0.06872 0.16722 0.23365 0.00000 (0.011451 0.011451 6 (F)4 5 6 7 8 9 0.2336!0.2657T 0.0504i 0.00221 0.0000(0.366511 0.485631 0.629941 0.536021 0.197001 0.098501 0.036651 0.084761 004123 0.034 0.00o0c 0.00009 0.004581 0.002291 0.027491 0.02749T .002291 0.0000 0.002291 0.000001 0.000001 0.000001 0.000001 0.06642 10 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.000001 0.000001 0.000001 O.OOODOI C 11 0.00nor 0000001 00annn! n nnani 0.00000l 0.0000C 0.0000(10.39743 , .,.
Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. I B Appendix BB-1 Page 4 of 8.~ ...2 0.057271 0.020621 0.018331 0103436 0.03894 0.02291 0.02521 0.034361 0.05727 0.09850 0.11453 0.1191, 0.1672, 0.215321 0.25198 0.15577 1.4316E 0.025201 3 0.016031 0.006871 0.004581 0.01833 0.06643 0.06872 0.03201 0.080171 0.12370 0.09621 0.06185 0.0687, 0.0893.4 0.052691 0.17867 0.10991 1.07433 7 (G)4 0.01145 0.00229 0.00229 0.00687 0.08017 0.06414 0.03894 0.04352 0.15806 0.07788 0.01374 0.00916 0.02062 0.01374 0.02978 0.022911 0.5955E 5 0.02062 0.00229 0.00000 0.00458 0.06872 0.12370 0.14202 0.13744 0.19013 0.01603 0.00229 0.00458 0.00458 0.00229 0.00000 0.00000 0.71192 6 J 0.00229 0.00000 0.00000 0.00687 0.01374 0.07101 0.06872 0.0733 0.04123 0.00000 5 0.00000 0.0000 0.0000 0.00000 0.00000 0.00000 0.27717 8 0.00000 0.00000 0.00000 0.00450 0.00000 0.00687 0.01140 0.03207 0.00687 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.000000 0.0618-8 0.00000 0.00000 0.00000 0.00000 0.00229 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000] 0.0045E 19 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 O.00000 0.00000 0.00000 0.00000 0.0000C 10 0.00000 0.000001 0.00000 "0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.O0000C 0.00000, 0.0(0000 0.O00000 0.O0000C 11 0 000W01 0.0000n 000n00 0 00000 0 00000 0.00000 0 AfONN 0 00006 0.0(0000 0 00000 0.00000 0-n 000 0n -n0r 0.00001i 0.000001 0lof00 O.non0r 000000 00000 0 0000C 0 00000 4.189669 100 99.93815 Notes: (1) WInd Sp ed Categories de Category Calm 2 3 4 5 6 7 8 9 10 11 efined as follows: Wind Speed (mph)<0.8> 0.80 -<2.35> 2.35 -<3.47> 3.47 -<4.56 k 4.56 -<6.82>6.82 -<9.06>9.06 -<11.30 2! 11.30 -<13.53 2t 13.53 -<18.01-18.01- <22.40>22.40 Calculation No. BYRO4-050, BRW-04-0044-M, Minor Rev. I B Appendix BB-1 Byron Joint Frequency Distribution 1994-1998 (Rev. 4)250 ft wind 250-30 ft Delta T Page 5 of 8 Wind Direction Category I ESE SE SSE a SSW SW WSW W WNW NW NNW Total N NNE NE ENE E Calms Total 0 7 31 91 81 16 1(A)14111 1S 16 11 361 2 31 36 151 171 381 15 2E 77 16E 22E 217 384 23E 12E 2C 25 10(181 211 35;11C 2 (B)1, 1 11 1: 161 101 11F 9F 141 131 1 2 1 1'1, 1, 33 1 2t&sect;8 10 2! 31 7 71 1&sect; 151 91 l0 191 161 0 g 41 51 7 13 9 8 91 161 151 3 4 5 I 3 (C)171 111 271 271 211 161 2 1, 1485 1430 2220 20281 11706 3 4 2 311 5 71 6 4(D)8'7 8 16 7, 1 9 269 135 2991 4741 10 11 1 1 5(E)6 7 8 9 10 10 5 2 2 8 12 1616'5'1 21 3'II 9 310 1301 2874 25 1: SI 1S 35 91 16: 151 7 Et 2!244f 8iE 17.21'65;102!4171 1025 1504 U12 1574C 19 141 116 16: 2471 254 18 38 5!3: 2: 6 (F),75 4 3 2 14 2(181C 1124 4C 73 92 279 408 598 722 1307 760 242 ill 171 4 371 31 46 2!3(26 4 711 441 58_1731 1631 1451 7!61 10 11 1322 181' 1541 371 101 34 0 0 25 74'90i 17 1 0-L U 4522 Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B Appendix BB-1 Page 6 of 8 2 4 5 1 3 2 3 1 0 5 1 _ 4 5 7 4 3 4 52 3 7 6 4 3 4 2 3 1 1 4 33 2 8 57 4 3 3 8 7 8 2 22 1 2- 6 3 2_3_3 2 5 63 5 10 13 25 32 18 7 5 3 7 11 8 6 12 17 25 19 218 6 22 15 19 11 10 11 10 10 13 15 10 12 24 9 15 31 237 7(G) 7 25 18 10 1 9 7 18 11 25 10 15 10 17 18 20 31 245 8 12 11 7 1 a 11 13 19 22 16 :25 15 -21 21 27 27 256 9 23 15 6 1 3 28 58- 56 51 51 52 19 21 12 38 24 458 10 1 4 0 1 5 29 44 33 32 25 9 0 0 0 0 184 1 11 0 391 51 1 0 01 01 59 1830 43474 Notes: (1) Wind Sp ed Categories defined as follows: Wind Speed Category (mph)Calm <0.8 2 0.80 -<2.35 3 >2.35 -<3.47 4 13.47- <4.56 5 > 4.56 -<6.82 6 > 6.82 -<9.06 7 2t9.016-<11.30 8 2:11.30 -<13.53 9  13.53- <18.01 10  18.01 -<22.40 11 >22.40 Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B Byron Joint Frequency Distribution 1994-1998 (Rev. 4)250 ft wind 250-30 ft Delta T Appendix BB-1 Page 7 of 8 Wind Direction Category , Wat Speedo Category1) 1 2 4 5 4 0.00'1 (A)1 0.027E 7 T100 F6-0 460, O60 110'180 L20 110 r6-0 10-0 190 L620 W60)70 140 170 020 110 150 100 F30 Irm 8 9 IC.11 0.00000 0.00000 0.00230 0.00230 0.00230 0.000001 0.002301 0.006901 0.000001 12 0.000(0.013f 0.0161 0.0161 0.027(0.0060 0.01121( 0.00690 0060 0,007. 001 840 0.029901 0.0368(0.01381 0.011501 (13 0.029901 0.02760 0.03220 0.02530 0.027601 0.0460(0.0368 0.041401 0.03680 0.057511 D.08281 0.04370 0.07131 0.08281 0.16332 15 161 Total 0.0345(0.0391i 0.0000(0.00001 0.0046i 0.02991 0.03911 0.043701 0.087411 0.087411 0.02761 0.5474E 0.2898, 0.0069(0.0460C 0.05981 0.2300, 0.41634 0.4899!3.415835.0o00001-alms Total 0.011V 0.0252 0 2 (6)0.034f 0.018'0,029901 0.036801 0.025301 0.032201 0.029901 0.057511 0.02761 0.03220 0.02990 0.036801 0.05291 0.05751 0.05291 0.06211 0.052911 0.04140 0.6049E 0.025: 0.032 0.0322 0.050(0.073611 0.0759 0.041401 0.0591 0.0943'0.117311 0.0529 0.8096E 0&#xfd;.ig.j 6&#xfd;0, 0.01610 0.03680 0.37264 3(C)0.00, 0.0(0.01840 0.0.02990 0.01 0.03910 0.0;0.06211 0.01 0.04830 0.0 0.05291 0.0'0.02530 0.0 0.00690 0.00 0.01380 .02 0.05751 0.0W 0.08741 0.f 0.31283 0.2 0.38184 0.30 0.47385 0.31 0.44164 0.4'0.93849 0.6!4 (D)`=1 5 (E)11 2 3 4 5 6 7 8 9 10 11 2 3 4 5 6 7 8 9 10 11 0.00000 0.020701 0.00000 0.00000 0.00230 0.00000 0.00480 0.00460 0.03910 0.02070 0.01840 0.02070 0.02530 0.01380 0.01150 0.01540 0.03220 0.02980 0.01610 0.01840.0.00690 0.00480 0.0-2070 0.02070 0.05080 0.05981 0.07591 0.07131 0.20012 0.23232 0.22772 0.19322 0.18862 0.27373 0.20932 0.27603 0.38184 0.65096 0.36804 0.39794 0.44164 0.35423 0.01380 0.01150 0.05751 0.03450 0.03450 0.02070 0.08511 0.12421 0.12191 0.15181 0.14031 0.12881 0.11861 0.167921 0.24152 0.35193F 0.07821 0.207021-0.01380 0.046001 0.00230 0.011501 0.01360 0.016101 0.018540 0.01 380 0.04370 0.05060 0.04600 0.02990 0.02530 0.03910 0.06901 0.02300 0.05441 0.03450 0.00230 0.01150 0.00000 0.00000 0.0000 0.0000 0.0000 0.0069 0.0460 0O0759 0.0437 0.0345 0.0276 0.0092 0.0023 0.0092 0.0667 0.1012 0.3151 0.4094.0.4025 0.3887, 0.009: 11501 0.00691 0.0598 0.025301 0.07361 0.0759'0.0 0.0920'0.0782'0.0598 0.0736'0.1058, 0.1518, 0.048K 0.055;0.184a 0.227'0.200121 0.253C 0.22542 0.17252 0.05521 0.04601 0.02760 0.03221 0.01380 0.01381 0.04830 0.03681 0.07131 0.0782 0.24612 0.2806: 0.29443 0.3404: 0.38844 0.3541'0.30593 0.3243: 0.57046 0.664T, 0.45465 0.4462'0.45314 0.3979'0.00690 0.01611 0.018540 0.0207(0.043701 0.0391(0.0690" T4140 0.03450 0.5727f 6671 0.05060 0.73377 9661 0.05981 0.8533E 9661 0.05060 0.74757 4261 0.07821 1.12251 5080 0.02070 0.499101 3680 0.01610 0.37264 2300 0.00460 0.25532&#xfd;4370 0.06211. 0.7820f 1541 0.11731 1.31342 2893 0.32663 4.16801 8305 0.34963 5.0904C 39546- 0.54285 6.0288E 396 0.44854 5.86091 0.01" 0.004601 0.0161 0.170: 0.1, 0.0291 0.618R76 0.31053 1.055801 1.2030;0.959191 0.687771 10.90537 0.25302 0.0023C 0.0414C 0.16102 0.2484: 0.1951 0.3381: 0.000001 0.74527 0.69927 0.42324 0.29903 6.61080 0.71307 0.57736 0.16792 0.06441 5.63090 0.01840 0.02760 0.02300 0.00230 0.20242 0.01610 0.01840 0.02990 0.03220 0.39564 0.01610 0.02530 0.046001 0.04140 0.48990 0.09431 0.08511 0.087411 0.11961 1.4997!0.15412 0.22082 0.19092) 0.15412 2.35773 0.27143 0.37264 0.38874 0.24152 3.45034 0.38874 0.36344 0.439341 0.28753 4.00239 0.83498 0.56816 0.584261 0.386441 7.77476 0.004601 0.075C 0.0431 0.12(0.168 0.24(0.28f 0.071 0.002 0.002 0.000 0.012 0.04z 0.092 0.082 3.289322 5.1065 46.65087 26.92644 0.1*0.00921 0.3841l 0.1311 0.0253(0.0092(0.0207(0.01611 0.0598: 0.0713: 0.1127-0.1012'0.328W 0.273, 0.218i 0.0110, 0.0092 0.0131 0.0322 0.059f 0.046C 0.0521 0.00 1961 133-2 F494 1963 1932)690 T2-3 0 7230 F6-80 F29-1 i5-21 1431 159-3 i993-591 0.195521 0.135711 0.07361 0.052911 4.16341 0.07821 0.08511 0.002301 0.096E 0.0207A 0.16792 0.197E 0.0184 OXC 0.016101 0.21162 0.039101 0.0506C 0.046001 0.0460(0.64176 6 (F)0.04140) 0.07131T 0.0 0.08511 0.0805'0.105811 0.17252 0.1 7'0.16332 0.101211 0.13341 0.15402 0.1 0.37494 0.35423 0.03910 0.33353 0.08511 0.00230 0.17252 0.140311 0.14491 0.1 0.07 0.1702 0.2070 10.40162 Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B Appendix BB-1 Page 8 of 8"3 N n  n nNNRQn N n RnRQNI N  I1 II(Ifl[NI[I IIll P4:{I II [l  I1 []1M1 [11 [)
() (1(IH4()1
[) A 1 1QA1 n 2 U U I 0 01610 0  t0nI 0006R0 fl 000901 fl 004601 N0rh6lR N 00230 0.0069C 0.002301 0.00920 0.0069n 0.006901 0.006901 0 004601 0.01840 0.13111 7 (G)4 0.00690 000690 001840 01610 0 01840 000460 0.00460 0.02 0.00460 0.01380 0.00690 0.00460 0.00690 0.00690 0.01150 0.01150 0.14491 5 0.02300 002990 00575 007361 004140 001610 0.01150 0.00690 0.01610 0.02530 0.01140 0.01380 0.02760 0.03910 0.05751 0.04370 0.5014E 6 0.05060 0 03450 0 04370 002530 002300 002530 0.02300 0.02300 0.02990 0.03450 0.02300 0.02760 0.05521 0.02070 0.03450 0.07131 0.5451, 7 0.05751 004140 002300 000230 002070 001610 0.04140 0.02530 0.05751 0.02300 0.03450 0.02300 0.03910 0.04140 0.04600 0.07131 0.5635E-80 0.02760 002530 001610 000230 001840 00530 0.02990 0.04370 0.05060 0.0360 0.05751 0.03450 0,04830 0.04830 0.06211 0.06211 0.5888f 9 0.05291 003450 001380 000230 000690 006441 0.13341 0.12681 0.11731 0.11731 0.11961 0.04370 0.04830 0.02760 0.08741 0.05521 1.0535C 10 0.00230 000920 0.00000 000230 001150 006671 0.10121 0.07591 0.07361 0.05751 0.02070 0.00000 0.00230 0.00000 0.00000 0.00000 0.42324 110 AflONi 000000=3f1 000000N 0 00990 0090001 A 0900 00301I01 0090N71 0 011501 O.00023 N000000I1 0 000001 00000001 000000l .00000 0.13571 11 0 0000C 00000 0 000001 0 OOODO 0 002301 0 029901 0 02990 0 039101 0 0207C 0 011501 0 00230 4.209413 100 99.9862 Notes: (1) Wind S ad Categories d, Category Calm 2 3 4 5 6 7 8 9 10 11 fined as follows: Wind Speed (mph)00.8>0.80 -<2.35 S2.35 -<3.47 3.47 -<4.564.56. <6.826.82 -<9.06 2:9.06. <11.30 211.30- <13.53&#xfd; 13.53 -<1 801>18.01 -<22.40_22.40 ATTACHMENT 5 Braidwood and Byron Stations Measurement Uncertainty Recapture Technical Evaluation Response to NRC Acceptance Review Questions Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B, Appendix BB-2: "Braidwood Joint Frequency Distribution" Joint Frequency Distribution 1994-1998 (Rev. 3)34 ft wind 199-30 ft Delta T Wind Direction Category Category"1)
N NNE NE ENE E, ESE SE SSE 8 SSW SW WSW W WNW NW NNW Total Calms Total 0.01 01 0 0 0 C,!L 0 U U U I U0 3 51 6 1 21 01 31 01 0 1 6 14 7 71 81 01 7 441 451 28 32 523 331 411 55 191 201 41 491 542 1 (A)7 1 331 62 581 462 2 71 211 27F 201 19 21 371 191 191 22Z 0a 7 121 18 32 7 10 01 01 0 C 0 01 01 31 61 21 11 0 0 0 2051 2 1 01 0 1 it1 1 1 IC 11 2 6 E I 211 171 311 351 291 271 32 531 28 2(S)6 7 8 9 10 231 261 341 141 151 101 121 191 191 271 181 27 1 37 31 3, 17 iI 431 38: 30'IT7 1 0 11 1 121 181 4 11-C (C 0 01 1 6 Z 3 C C 11 11 C (0 C 0 0 (1 1 C (0 C C C 3 (C)2 0 0 3 1 3 4 11 13 5 21 25 6 27 27 7 19 18 8 10 12 9 4 4 10 1 0 11 0 0 2 9 21 3 31 51 4 71 70 5 167 222 6 166 196 7 100 194 8 71 148 9 331 66 0 21 11 0 1 0 0 C C (0 36 23 4 0 0 161 101 161 35 581 51T 411 52 01 01 41 01 91 13 271 31 371 381 3!471 501 331 381 311 181 121 21 221 121 211 C 0 at or 0 0 C 1 01 6[ 01 01 01 31 01 OT 1-*1 --., -.-t .--~,- -6 6 ---. -71 4 3 1 i11 1W 161 18;0 0 0 3 20 1580 2155 121 191 281 41 701 721 391 81(81 1331 911 1391 3151 3431 1971 166 1 4(D)2621 2031 101 89 1321 217 571 971 147 155 1791 2391 2011 2611 286) 193 2631 143 17E 1541 1151 1921 2271 6E 1391 1811 25,4 1661 851 1921 1981 481 8E 10 16 C 0 a 01 OF 150: 371 (Cl (0 01 3-r 431 5.851 1241 14U1 341 211 13 1461 2631 28E 159 60 38 192 125 105 269 355 422 19 17 20 45 118 171 13C 551 321 501 1401 1801 1651 172 891 212" 2151 418, 233 1871 2241 4211 2981 3101 183 6 125 15554 16547 4209-9.--z 5 211 9 ;4 -7+ --.~J -~ ---'~J -~J. -
M,~ ~Y~JflA.fl~fl RRW~AAJ1AAA~M Minnr Rg'~v IR Page 2 of 8 2 52 44 53 81 91 46 27 18 13 12 19 17 43 81 77 66 740 3 18 20 10 14 65 48 15 4 9 9 11 31 73 91 39 28 485 4 8 3 0 3 25 30 11 1 4 8 6 30 47 21 5 9 211 5 1 1 0 1 1 0 6 5 3 2 6 1 111 22 1 2 1 163 6 1 0 0 0 0 0 0 0 1 2 4 2 3 0 0 0 0 13 7 0 0 0 0 0 0 0 0 0 0 0 0 3 8 0 0 0 0 J O0 0 0 00 0 00 0 0 0 0 0 9 0 0 0 0j"O0 0 0 0 00 C 0 0 0 0 0__o 0 010 o 0 0 0 0 0. ( 0 0 01 0 0 0 11 (F 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 19 1634 43730 Notes: (1) Wind Speed Categories de Category Calm 2 3 4 5 7 11 ined as follows: WVind MSpeed (mph)<0.8-0.80 -<2.35> 2.35 -<3.47> 3.47 -<4.564.56 -<6.82 6.82 -<9.06> 9.06- <1 1.30> 11.30-<13.53
> 13.53- <18.01 18.01 -<22.4022.40 Wind Direction Category...- -iI II Windu bpeuu Catego?1)1 2 3 1 0.00000 0.00000 0.00000 0.06174 0.07546 0.07089 0.02744 2 3 4 5 0.000000 0.00000 0.00000r.6 0.00000 0.00229 0.01372 0.06403 0.03201 7 8l 9 0600000 0.01 601 0. 10519 0.07318 0.07089 0.04802 0T5-4116 0.-01 372 10 OmO00000 0.00686 0.01829 11 12...... l ...... I ...... I ...... I 131 0i.0uuuu u.uuuuu u.uuuuuI U.UUUUU 0.00000 i (A)7 0.09147 14 0.05717 8 9 10-1 2 3 4 5 6 7 8 9 10 11 0.02287 0.01143 0.08690 0.02287 0.01601 0.02744 0.00686 0.00229 0.05488 0.0708S 0.14178 0.06174 0.0731f 0.00000 0.04345 0.06860 0.0-7546 0.04574 0.01601 0.00000 0.006229 0.00000 0.00000 0.00915 0.04574 0.00000 0.01601 0.05946 0.08690 0.05717 0.04345 0.00229I 0.00457]0.07775 0.10519 0.06632 C 0.07546 0.14178 0.000001 0.000001 0.000001 0.00 O 0.01372 15 0.00000 0.00000 0.00006 3.06632).09376 16 0.00000 O3O0000).00686).03201 0.11205 1.23942 1.19598 Total.000300.0.03430 0.25840 0.002291 0.002291 0.01143 0.00000 0.6055E 0.00000c 0.00000c 0.0137 0.043451 0.06174 0.0548E 0.0297Z 7001601 0.0000c 0.13263 0T.04341 0.0182c 0O,0000 0.0000(Calms Total 0.00000 0.002291 0.0022E 0.0022Z 0.02287 1.05877 0.50995 0.33844 0.02744 0.02744 0.002291 0.00457 &#xfd;0.00000 0.0274A 0.04345 2(B)0.02287 0.020581 0.0457'010274'0.0000(0.0000i 0.0000(0.04574 0.05031 0.02058 0.01372 0.0022c C 0.04116 0.06403 0.04116 0.04 116 0.00000 0.12120 0.04802 0.06860 0.01829 0102744 0.06403 0.00229 0.06174 0.07089 0.07546 0.03887 0.06860 0.26526 1.00160 0.87354 0.6951U 0.40476 0.05488 -0.04574 4.690144 3.61308 0.04116 0.00457 OO0000 0.00000 2 0.00225 0.0251,1 0.0480, 0.0617&#xfd;0.0000(0.00684 0.0297: 0.0571 0.0617, O.C 0.004571 0.00000 0.0000c 0.00000 0.022871 3114: 0.0000c-000-229 0.01601 0.05 948E 0.08004 T.08-461 c-C 0.00000 0.00000 0.00000 0.00457 0.01 143 0.10976 C 0.25383 0.03659 0.00915 0.00915 0.12806 0.50309 0,000001 0.10976 0.11205 0.06403 1.29431 3(C)4(0)6 7 8 9 10 11 2 3 4 5 6 7 8 9 10 11 2 3 4 5 6 7 8 9 10 11 2 3 4 5 6 7 8 0.0434.0.0228, 0.0091!0.00225 0.0000(0.00457 0.00000 7755-556 0.00000 7.00000 0.0091E 0.0000C 0FR0E0 0.00000-0.00000 0.00000 0.00915 0573535 0.00000 0.060000 0.082321 0.03201 0.0000(0.0 0.0000(0.000001 0.0068E 0.00000 0.00000 0.02287 4.927967 0.03659~'0 0.997 01__ 9271 0!209833 0.048 U.mU911 0.04345 0. 12349 0.46421 0.49623 0.33615 0.30414 0.UU027 UmUUZzkp 0.02744 U.0U345 0.0640W 0.13M&0.5122T 0.52131 0.4596'0.2629i 0.16465 0.30414 0.73862 0.63801 0.44134 0.46421 0.2424C 0.22868 0.16236 0.07546 0.02287 0.00000 0.02287 0.20352 0. 13035 0.07318 0.01601 0.00000 0.00000 0.409331 0.54654 0.47336 0.0022!0.1852: 0.08911 0.0000(0.00001 0.0480: 0.1372 0.43906 0.09833 0.11434 0.194371 0.28356 0.32015 0.07775 0.19209 0.22639 0.42991 0.28584 0.10519 0.12806 0.132631 0.116621 0.093761 1.19140 0.080041 0.107481 0.114341 07561 0.88260 0.02744 0.04802 0.05031 20. 02744V 0.49394 0.02744 0.054881 0.016011 0.018291 0.3544!0.0022 0-.01-14-3T 0.00000 0.000001 0.04802 0.21491 0.2858%0.5442!0.29491 3.1989!0.33387 6.0141E 4.1527E 3.43471 0.866R0 0.1463,'-7.6447 3.9583E 4.85023 9.56323 7.2330W 4.7153(2.7189E 2.33021 35.56826 0.006881 5 (E)0.53739 0.59913 0.22182 0.07775 0.03430 0.01372 0.45964 0.53283 0.42762 0.08918 0.11891 0.1 0.43906 0.51223 0.68374 0.42534 0.18065 0.1394S 0.04345 0.3201!0.9627.0.5694(0.26065 0.1394E 0.1051E 0.0617, 0.68145 0.45735 0.30643 0.17151 0.16236 0.7089C 0.41848 0.49165 0.06174 0.1623(0.17151 0.4635I 0.1029( 0.26069 0.32701 0.13721 0.07318 0.05260 2.10382 0.045741 Calculation No. BYR04 50 BRW-04-0044-M Minor Rev. lB Atpendix BB-2 Page 4 of 8 2.11891 0.10062 0.12120 0.18523 :0.20810 0.10519 0.06174 0.04116 0.02973 0.0274 0.04345 0.03887 0.09833 0.18523 0.17608 0.15093 1.69220 0.04345 1 3An R 0 004574 0 02287 0 03201 0 14864 0 10976 003430 0.00915 0.020.8 0.02058 0.02515 0.07089 0.16693 0.20810 0.08918 0.06403 1.10908 7 (G)4 ___ 0.01829 0.006860.00000 0.00686 0.05717 0.06880 0.02515 0.00229 0.00915 0.01829 0.01372 0,06860 0.10748 U0.04802 0.01143 0.02058w 0.48251 5 00000229 000229 0.00000 0.00229 0.00000 0.01372 0.01143 0.00686 0.00457 0.01372 0.00229 0.25383 0.05031 0.00229 0.00'457 0.00229 0.37274 6 0.00229 000000 000000 0.00000 .0.00000 0.00000 0.00000 0.00229 0.00457 0.00915 0.00457 0.00686 0.00000 0.00000 0.00000 0.00000 0.02973 7 ___ 0.00000 0.00000 0.100 0.00000 .0.00000 0.00000 0.00000 0.00000 0.00000 0.00686 0.00000J 0.00000 0.00000 0.00000 0.00000 0.000001 0.00688 8 0._00000 0.00000 0.00 0.00000 0.00000 0.00000 0.00000 .0D 0.00000 0.00000 g 0.00000 0.00000 0.00000 0.00000 0.00000 0.0000 00000 9 __ 000+/-~0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000~ 0.00000 0.0000 0.00000 0.00000 0.00000 0.00000 1______ 000 0000 0000 0.000001 0.000001 0.000001 0.00000mooo[7
&#xfd;Foobo 0.000001 0.00000 0.000 .0.000 1 0.000 0000000000f 0.00000 0.00000 0.00000 7 o0ooooo221 020522 -LI-00-2 0.0000 00 11 1 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 0.000001 3.736565 99.90396 100 Notes: (1) Wind Speed Categories defined as follows: Wind tipeed Category (mph)Calm <0.8 2 2:0.80 -<2.35 3  2.35 -<3.47 4 >t 3.47 -<4.56 5  4.56 -<6.82 6  6.82 -<9.06 7 > 9.06 -<11.30 8 >11.30- <13.53 9 >13.53 -<18.01 10 > 18.01 -<22.40 11 >22.40 Appendix BB-2 Page 5 of 8 Wind Direction Category wind speed Category(O t N NNE NE ENE E: ESE SE SSE 8 SSW SW WSW W WNW NW NNW Total f 0 0 01 01 0 01 0 2 U U 3 4 5 6 7 0 C 11 0 01 01 01 4 7 12 13 281 161 22 19 9 25 271 It 141 2 14 4R 2E 1C 2 6 7 211 1 c 21 18 10 1 (A)26 40 14 29 31 8 9 10 11 11 22 211 24 0 01 C 0 0 C 0 01 0 881 73 108 01 01 2 611 6, 21 0 79 0 0 0 2 20 0 120 0 C&#xfd;-c 171 16 0 10E 32c 394 32C 1513-O 1 raims 0Total 0 2927 3 4 5 6 0 1 c*1 3 0 6 11 9 19 121 0 4 161 2!2(8)7 8 9 10 11 21 19 12 56 9 151 231 17 12 17 11 13 9 151 Z 0 0 49 621 401 43 15 7 8 0 3C 1 11 21 26 25 1 10 22 27 20 1 23 17 2170 0 C (S321 5N 74 1141 122 108, 0 01 0 (0 f 10 12 8 C 2186 2 3 4 5 3 (C) 6 7 8 9 10 11 0 2 17 0 8 76 16 C 0 C C 0 22 191 181 17 24 181 181 321 181 151 251 24 201 1;121 191 301 281 40 311 171 35, 17 95 c T5 I11 231 241 361 341 281 321 321 361 5-781 471 5, 37[ 4, 01 0I C c---~2 OF I i 4 1 2 21 6 131 171 261 2,41 231 30!1: 7 E 12 14 331 221 411 511 481 5V 5 1091 671 121 4 (D)6 7 8 9 10 11 91i 9,81 81 77 82 10;12,0 168 19 121 M5 i34 10 76f 5E 931 80 i 2131 731 81) 10: 1611 1371 1541 1781 1881 1221 196;596 6508 54 44L 13 6421 9291 10971 8981 690 141 27 1062'1491 2976 20723 23101 2 31 41 81 E 3 4 5 6 7 8 9 13 171 16 161 1;261 17 1 2 2 27 1 2 4 10 119 BE 13 10 48 53 40 77 113 5 1251 172 17!44 23 81 65 5 (E)1121 1071 1161 1071 1551 1331 196M 1 3 02 10 142 1961 1451 176 2081 1701 2111 1751 1831 283!01 0 2231 19 21 [ 154 173 0 0 01 O1 273, Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B Appendix BB-2 Page 6 of 8 2 5 1 5 7 3 4 4 2 3 6 6 41, 4 41 4 4 72 3 4 4 7 6 4 3 7 5 7 4 9 8 5 6 5 6 90 4 7 4  5 4 5 4 17 11 13 7 14! 4 3 2 3 109 5 27 15 17 11 11 9 18 28 31 24 24 14 13 14 14 14 284 7(G) 6 26 20 18 10 25 13 32 15 10 17 13 13 7 16 25 26 286 7 34 15 10 9 24 19 21 18 2 3 13 11 27 38 34 38 316 8 22 9 6 4 6 30 22 9 2 1 4 13 20 54 23 20 245 9 0 0 0 0 0 0 0 _ 0 0 0 0 0 0 0 0 0 0 10 70 40 28 19 46 7i 78 38 4 121 161 92 70 940 101 01 01 0 0 C 0 0 -=78F= 0 1 0 a 01 0 1 2 2345 60590 Notes: (1) Wind Sp ad Categories defined as follows: WInd bpeed Category (mph)Calm <0.8 2 >- 0.80 -<2.35 3___ > _2.35_- <3.47 4______ 3.47 -<4.56 5 _ 4.56 -<6.82 6  6.82 -<9.06 7 >- 9.06 -<l 1.30 8 -> 11.30 -<13.53 9 2 13.53 -<16.01 10 > 18.01 -<22.40 11 _>22.40 VWind Direction Category I Category"')
3 1 2 U.uuuuu 3 4 5 6 7 0.00000 0.00000 0.01981 0.03136 0.04951 2 0.005000 0.00000 0.0000c 0.02146 0.01485 0.03301 4 6 7 8 0.00000 0.00000 0.00330 9 10 11 12.... -- -.... I- ...--. .. .I-. ..-13 0.uuuuu u.uuuUuI U.UU00U 14 15 0.00000 0.00000 0.00000 16 Total I 0.003301 0.001651 0.000001 0.00165 0.00495 Calms Total 0.00000 4.83083 0.04126 1(A)0.05446 0.041261 0.0412(8 9 10 711 3 4 5 6 7 9 11 0.02641 0.00000 0.14524 0.00000 0.00000 0.00000 0.02806 0.01-981 0.01815 O.O000C 0.05942 0.06602 0.04621 0.01650 0.00000 0.12048.049151 0.02146 0.041261 0.03961 0.03631 0.03466 0.00000 0.00000 0.17825 0.25417 0.031361 0.059421 0.05116 0.05116 0.65027 0.00000 0.0099C 0.01650 0.042911 0.04621 0.00660 (0.00000 0.20300 0.00000 0.00165 0.00000 0.00000 2.49711 0.17990 0.00330 0.01485 0.000001 0.00000 0.04126).03796 0.02806F 0.02471 0.02971 0.03631 0.023111 0.02311 0.037961 0.01650 2(B)0.021461 0.0115!0.019811 0.03301 0.01981 0.47863 0.43241 0.35814 0.00000 1.78412 0.0o0001 0.0000 0.10893 U.UUUUL U.UUUUt U.UUUUU U.UUlbt UUUUU: U.UUUUL U.UUIWI U.UUUUUI U.UUUUU U.UUUUUl U.UUUUL U.UUUUL U.UUUUUI U.UUUUL U.UUUUI 3 4 5 6 0.0000C 0.0049.0.03631 0.02971 0.0247f 0.0016!0.0049!0.01 65(0.04291 0.03301 0.0247i 0.0016E 0.00491 0.02971 0.0280f 05.05-281 0.03631 0.17165 0.54299 0.57930 0.5941E 3 (C)7 8 9 10 0.0445(0.0214.0.02806 0.0 0.0561-0.046211 0.05281 11 2 4 6----------- --------- "-4 (D)6 7 8 9 10 11-0.00165 0.02641 0.05611 0.1799(0.1501E 0.21291 0.15184 0.0000c 0.7261S 0.02146 U0U.115 00-T 1io 0.0132 0.0000 0.0610 0.0000 0.0016 0.0264 0.0363 0.1122 0.1336 0.1270.0.000001 0.0000C 0.0000(0.000001 0.0000C 0.0000c 0.168334 0.00491 0.0033C 0.03796 0.0792Z 0.00000 2.30071 0.18485 0.09903 0.50999 0.85328 0.011551 0.0148W 0.239311 0.31193 0.2112(0.1402E 0.1964C 0.26407 0.22611 0.0000c 0.1881!0.26071 0.3416;0.25411 0.0000(0.171651 0.27232 3.607856 4.911702 34.20201 0.21951 0.000001 2.54002 3.21505 3.73164 3.24641 0.00000 0.02311 5 (E)2 3 4 5 6 7 8 9 11 U.UU495 0.02146 0.04291 0.13699 0.18485 0.23766 0.18815 0.00000 0.028066C 0.02806 0.0280E 0.1683d 0.0000(0.7938(0.0132(0.0082!0.01981 0.03961 0.1452: 0.3053" 0.0000: 0.5595 0.0693&#xfd;010016!0.01814 0.0264 0.0792: 0.12701 0.16504 0.19640 0.22116 0.41426 0.6898f 0.0214E 0.08747 0. 1865i 0.2838E 0-.-31-852 0.00000 1.3088C 0. 1 0720-00016.5 0.00990 0.0247E 0.04456 5&#xfd;5 5;7E 78 5 582; 0!5 iNN. -51.31 0-0-0-16 1.00347 0 2 ' 343 0.379601 0.108931 0 115531 2 47238 1.293941 1.0595E 0.07922*0.28883 0.21786 0.31359T 0.32349 0.17495 0.23931.10.4 4329 0.290481 0.36805 0.1204... ..... ......~ -----. .. .... ...2 U.UU4951 0.009901 0.0033C 0.00825 0.01155 0.06272 0.09903 0.09573 0.07097 0.0099(0.0049!0.0148!0.0264" 0.19141 0.28057 0.3201i 0.00000 1.373 1E 0.2145E 0.0082E 0.0066C 0.00826 0.03466 0.06602 0.12213 0.20300 0.302031 4.67899 0.000001 0.0000O 0.00000 38.12675 0.17660 6 (F)0.00825 0.03796 0.06272 0.04951 0.06437 0.00000 0.05116 0.067671 0.03796 0.311 0.052811 0.047861 0.729496 0.08747 0.95731 0.105631 1.14375I 0.173301 0.186501 0.160091 1.54646 0.011551 0.01485 8 0.05777 0.06321 0.052811 0.07097 0.05777 0.421 0.056111 0.07427 Calculation No. BYR04-050, BRW-04-0044-M, Minor Rev. 1B Appendix BB-2 Page 8 of 8 I Il .. ... ...... ........ ....... ... ........ .. ..... .. ..... .. ... .... ..... .......... ... ......2 0.00825 0.011i5 0.00825.011I551 0.U04951 0.006601 0.00660 0.003301 0.004951 0.0099C 0.00990 0.00660 0.00660 0.00660 U.U00U6 0.0066C 0.11003 0.uu3,3ul 3 0.00660 0.00660 0.01155 0.009901 t0.006601 0.004951 0.01155 0.008251 0.011551 0.0066C 0.01485 0.01320 0.008251 0.00990 0.00825 0.00990 0.14854 7 (G)4 0.01155 0.00990 0.00660 0.00825 f0.00660 0.00825 0.00660 0.02806 0.01815 0.02146 0.01155 0.02311 0.00660 0.00495 0.00330 0.00495 0.17990 5 0.04456 0.02476 0.02806 0.01815 0.01815 0.01485 0.02971 0.04621 0.05116 0.03961 0.03961 0.02311 0.02146 0.02311 0.02311 0.02311 0.46872 8 004291 0.03301 0.02971 0.01850 70.04126 0.02146 0.052811 0.02478 0.01850 0.02808 0.02146 0.02146 0.01155 0.02641 0.04126 0.04291 0.47203 7 0.05611 0.02476 0.01650 0.01485 &#xfd; 0.03961 0.03136 0.03466 0.02971 0.00330 0.00495 0.02146 0.01815 0.04456 0.06272 0.05611 0.06272 0.52154 8 0.03631 0.01485 0.00990 0.00660 0.00990 0.04951 0.03631 0.01485 0.00330 0.00165 0.00660 0.02146 0.03301 0.08912 0.03796 0.03301 0.40436 9 0.00000 0.00000 0.00000 0 00000 0 0.00000 0,00000 0 00000 000000 0000000 000000 0.00000 0.00000 0.0000 0, 0.00000 10 0.11553 0.06602 0.04621 0.03136 0.07592 0.12873 012873 0.06272 0.01320 0.01981 0.05116 0.07922 0.19970 0.26572 0.15184 0.11553 1.55141 11 0.0000(0.00000 0.00000 6.650061 0.00000 0.00000[ 0.00000 0.00000 0.000001 O.00C 0.00165 0.00001 0.000001 0.00000 0.0000C 0.0000L 0.00165-~ I. _______________
.~ .__________________
3.870276 100 99.99505 Notes: (1) Wind Sp ed Categories dt Category Calm 2 3 4 5 6 7 8 9 10 11 ined as follows: Wind pueed (mph)<0.8>0.80 -<2.35> 2.35 -<3.473.47 -<4.564.56 -<6.82 6.82 -<9.06 9.06 -<11.30 11.30 -<13.5313.53 -<18.01> 18.01 -<22.40_22.40 ATTACHMENT 6 Braidwood and Byron Stations Measurement Uncertainty Recapture Technical Evaluation Response to NRC Acceptance Review Questions CD "Meteorological Data Files" File Name File Size: BRD94r3.met 317 KB BRD95r3.met 317 KB BRD96r3.met 318 KB BRD97r3.met 317 KB BRD98r3.met 317 KB BYR94r4.met 317 KB BYR95r4.met 317 KB BYR96r4.met 318 KB BYR97r4.met 317 KB BYR98r4.met 317 KB Sensitivity Level: Publically Available Media: CD-R Special Information:
Data file format is .met which is used by ARCON96, the data file is to be kept in native-format and the CD-R copy can be submitted to the Public Document Room.
ATTACHMENT 7 Braidwood and Byron Stations Measurement Uncertainty Recapture Technical Evaluation Response to NRC Acceptance Review Questions CD "PAVAN Input Files" File Name: File Size: BRDr2_ 1 .inp.txt 7 KB BYRr2_I 1 .inp.txt 7 KB Sensitivity Level: Publically Available Media: CD-R Special Information:
Data file format is .txt ASCII text which inputs into PAVAN, the data file is to be kept in native-format and the CD-R copy can be submitted to the Public Document Room.}}

Latest revision as of 18:25, 12 April 2019

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