ML020810179
| ML020810179 | |
| Person / Time | |
|---|---|
| Site: | Robinson  |
| Issue date: | 03/13/2002 |
| From: | Fletcher B Carolina Power & Light Co |
| To: | Document Control Desk, Office of Nuclear Reactor Regulation |
| References | |
| RNP-RA/02-0027 | |
| Download: ML020810179 (197) | |
Text
10 CFR 50.67 10 CFR 50.90 SCP&L A Progress Energy Company Serial: RNP-RA/02-0027 MAR 13 200Z United States Nuclear Regulatory Commission Document Control Desk Washington, DC 20555 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 DOCKET NO. 50-261/LICENSE NO. DPR-23 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM Ladies and Gentlemen:
In accordance with the provisions of the Code of Federal Regulations, Title 10, Part 50.90, Carolina Power & Light (CP&L) Company is submitting a request for an amendment to the Technical Specifications (TS) for H. B. Robinson Steam Electric Plant (HBRSEP), Unit No. 2.
The proposed amendment would modify the TS requirements for movement of irradiated fuel and performing core alterations.
The basis for the proposed change is a reanalysis of the limiting design basis Fuel Handling Accident (FHA) using an alternative source term (AST) in accordance with 10 CFR 50.67 and Regulatory Guide 1.183, Revision 0, "Alternative Radiological Source Terms for Evaluating Design Basis Accidents at Nuclear Power Reactors," dated July 2000. Therefore, the proposed change also requests NRC approval of the selective implementation of AST methodology for the HBRSEP, Unit No. 2, design basis FHA.
Attachment I provides an affidavit as required by 10 CFR 50.30(b).
Attachment II provides a description of the current condition, a description of the proposed change, and a safety assessment of the proposed change.
Attachment III provides a markup of the TS pages.
Attachment IV provides retyped pages for the proposed TS.
Attachment V provides the key Fuel Handling Accident Analysis inputs and assumptions.
Attachment VI provides the ARCON96 Dispersion Model input file for the FHA inside containment.
Robinson Nuclear Plant 3581 West Entrance Road Hartsville, SC 29550
United States Nuclear Regulatory Commission Serial: RNP-RA/02-0027 Page 2 of 3 Attachment VII provides the ARCON96 Dispersion Model input file for the FHA inside the fuel handling building.
Attachment VIII provides the PAVAN Dispersion Model input file.
Attachment IX provides the PAVAN Dispersion Model printout of the input cards.
Attachment X provides a simplified diagram of the relative plant elevations.
Attachments XI and XII provide annotated figures showing the release/receptor pair locations for the fuel handling accident control room atmospheric dispersion calculations.
A floppy disk has been provided as an enclosure to this submittal. This disk contains meteorological data from 1988 through 1996 in ARCON96 and PAVAN formats.
In accordance with 10 CFR 50.91(b), CP&L is providing the State of South Carolina with a copy of the proposed license amendment.
CP&L requests approval of the proposed License Amendment by September 1, 2002, with the amendment being implemented within 60 days of approval. The approval date was selected to support planning activities for Refueling Outage (RO)-21.
If you have any questions concerning this matter, please contact Mr. C. T. Baucom.
Sincerely, B. L. Fletcher III Manager - Regulatory Affairs CWS/cws
United States Nuclear Regulatory Commission Serial: RNP-RA/02-0027 Page 3 of 3 Attachments:
I.
Affidavit II.
Request For Technical Specifications Change Regarding Selective Implementation of Alternative Radiological Source Term III.
Markup of Technical Specifications Pages IV. Retyped Technical Specifications Pages V.
Key Fuel Handling Accident Analysis Inputs and Assumptions VI. ARCON96 Dispersion Model Input File (FHA Inside Containment)
VII. ARCON96 Dispersion Model Input File (FHA Inside Fuel Handling Building)
VIII. PAVAN Dispersion Model Input File IX.
PAVAN Dispersion Model Printout of Input Cards X.
Relative Plant Elevations XI.
Annotated Plot Plan XII. Annotated Reactor Auxiliary Building Plans
Enclosure:
Electronic media containing meteorological data from 1988 through 1996 in ARCON96 and PAVAN formats c:
Mr. T. P. O'Kelley, Director, Bureau of Radiological Health (SC) (w/o Enclosure)
Mr. L. A. Reyes, NRC, Region II (w/o Enclosure)
Mr. A. G. Hansen, NRC, NRR NRC Resident Inspector, HBRSEP (w/o Enclosure)
Attorney General (SC) (w/o Enclosure)
United States Nuclear Regulatory Commission Attachment I to Serial: RNP-RA/02-0027 Page 1 of 1 Affidavit State of South Carolina County of Darlington J. W. Moyer, having been first duly sworn, did depose and say that the information contained in letter RNP-RA/02-0027 is true and correct to the best of his information, knowledge and belief; and the sources of his information are officers, employees, contractors, and agents of Carolina Power & Light Company.
Sworn to and subscribed before me This
-3 day of___________
20_2O Notary Public aiSouth Carolina My commission expires:
,ý iJ
'o-VOI
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027
.Page 1 of 19 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM Description of Current Condition The current H. B. Robinson Steam Electric Plant (HBRSEP), Unit No. 2, licensing basis fuel handling accident (FHA), described in the updated Final Safety Analysis Report (UFSAR),
Section 15.7.4, is based on the TID-14844 source term.
In December 1999, the NRC issued a new regulation, 10 CFR 50.67, which provides a mechanism for licensed power reactors to replace the traditional accident source term used in the design basis accident analyses with alternative source terms (ASTs). Part 50.67 requires a licensee seeking to use an AST to apply for a license amendment and requires that the application contain an evaluation of the consequences of the affected design basis accidents.
Regulatory guidance for the implementation of these ASTs is provided in Regulatory Guide (RG) 1.183, "Alternative Radiological Source Terms for Evaluating Design Basis Accidents at Nuclear Power Reactors."
The current HBRSEP, Unit No. 2, Technical Specifications (TS) impose certain conditions on structures, systems and components during the movement of irradiated fuel or when performing core alterations. These conditions requiring the operability of certain structures, systems and components are captured in the Applicability statements of several TS. The typical wording of these Applicability statements is:
"During movement of irradiated fuel assemblies,"
"During movement of irradiated fuel assemblies within containment," and "During CORE ALTERATIONS."
The TS incorporating these Applicability statements that are encompassed by the requested TS change include:
TS 3.3.6, "Containment Ventilation Isolation Instrumentation,"
TS 3.3.7, "Control Room Emergency Filtration System (CREFS) Actuation Instrumentation,"
TS 3.7.9, "Control Room Emergency Filtration System (CREFS),"
TS 3.7.10, "Control Room Emergency Air Temperature Control (CREATC),"
TS 3.9.3, "Containment Penetrations,"
TS 3.9.6, "Refueling Cavity Water Level," and TS 3.9.7, "Containment Purge Filter System."
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 2 of 19 Description of the Proposed Change Carolina Power and Light (CP&L) Company proposes to revise the HBRSEP, Unit No. 2, licensing basis to selectively implement the AST, described in RG 1.183, through reanalysis of the radiological consequences of a Fuel Handling Accident (FHA). As part of the selective implementation of this AST, the total effective dose equivalent (TEDE) acceptance criterion of 10 CFR 50.67(b)(2) replaces the previous whole body and thyroid dose guidelines of 10 CFR 100.11 and General Design Criterion (GDC)-19 of 10 CFR Part 50, Appendix A, which (based upon this application) is limited to the FHA only.
The following changes to the HBRSEP, Unit No. 2, TS are proposed:
TS 3.3.6 is revised to delete "During CORE ALTERATIONS" and "During movement of irradiated fuel assemblies within containment" from the Applicabilities associated with Table 3.3.6-1, "Containment Ventilation Isolation Instrumentation."
The remaining Applicabilities are re-lettered, as appropriate.
TS 3.3.7 is revised to delete "During movement of irradiated fuel assemblies" and "During CORE ALTERATIONS" from the Applicabilities. Following this change, TS 3.3.7 will be Applicable in MODES 1, 2, 3, and 4. Condition D of TS 3.3.7 is also deleted.
TS 3.7.9 is revised to delete "During CORE ALTERATIONS" from the Applicabilities. Following this change, TS 3.7.9 will be Applicable during MODES 1, 2, 3, and 4, and during movement of irradiated fuel assemblies.
Condition C of TS 3.7.9 is revised for consistency with the change in Applicability, and Required Action C.2.1 is deleted. Required Action C.2.2 is renumbered as an editorial change. Condition D of TS 3.7.9 is revised for consistency with the change in Applicability, and Required Action D. 1 is deleted. Required Action D.2 is renumbered as an editorial change.
TS 3.7.10 is revised to delete "During CORE ALTERATIONS" from the Applicabilities. Following this change, TS 3.7.10 will be Applicable during MODES 1, 2, 3, and 4, and during movement of irradiated fuel assemblies.
Condition C of TS 3.7.10 is revised for consistency with the change in Applicability, and Required Action C.2.1 is deleted. Required Action C.2.2 is renumbered as an editorial change. Condition D of TS 3.7.10 is revised for consistency with the change in Applicability, and Required Action D. 1 is deleted. Required Action D.2 is renumbered as an editorial change.
TS 3.9.3 is deleted in its entirety.
TS 3.9.6 is revised to delete "During CORE ALTERATIONS, except during latching and unlatching of control rod drive shafts" from the Applicabilities. Following this
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 3 of 19 change, TS 3.9.6 will be Applicable during movement of irradiated fuel assemblies within containment. Condition A of TS 3.9.6 is revised by the deletion of Required Action A. 1. Required Action A.2 is renumbered as an editorial change.
- TS 3.9.7 is deleted in its entirety.
Safety Assessment Deletion of "During movement of irradiated fuel assemblies" from the Applicabilities TS 3.3.6 and TS 3.9.7:
As discussed later in this submittal, the reanalyzed FHA does not credit operation of the containment purge filter system in the mitigation of FHA consequences. Since the FHA reanalysis, has determined acceptable results without reliance on the containment purge filter system, this system and the associated automatic actuation features are not required to be operable during movement of irradiated fuel assemblies. Therefore, deletion of "During movement of irradiated fuel assemblies in containment" from the Applicabilities of TS 3.3.6 and TS 3.9.7 is acceptable.
TS 3.3.7:
The reanalysis of the FHA assumes that the Control Room Emergency Filtration System is manually placed in the emergency pressurization mode one hour after the fuel handling accident occurs. Since the FHA reanalysis has determined acceptable results without reliance on automatic actuation of the Control Room Emergency Filtration System, this instrumentation is not required to be operable during the movement of irradiated fuel assemblies. Therefore, deletion of "During movement of irradiated fuel assemblies" from the Applicability of TS 3.3.7 is acceptable.
TS 3.9.3:
The reanalysis of the FHA assumes that FHA activity is released withia two hours from the containment with no credit for building holdup or building dilution. In other words, the reanalysis of the FHA assumed that containment penetrations, including the equipment hatch and personnel airlock, were open. Since the FHA reanalysis has determined acceptable results without reliance on containment closure, these requirements are not required to be met during movement of irradiated fuel assemblies. Therefore, deletion of "During movement of irradiated fuel assemblies in containment" from the Applicability of TS 3.9.3 is acceptable.
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 4 of 19 Deletion of "During CORE ALTERATIONS" from the Applicabilities The HBRSEP, Unit No. 2, TS define core alterations as: "the movement of any fuel, sources, or reactivity control components, within the reactor vessel with the vessel head removed and fuel in the vessel." Accidents postulated to occur during core alterations include the FHA (UFSAR 15.7.4), boron dilution (UFSAR 15.4.6), and inadvertent loading of a fuel assembly into the improper position (UFSAR 15.4.7). As described in the referenced UFSAR sections, the only accident postulated to occur during core alterations that has the potential to cause a radioactive release is the FHA. Therefore, an Applicability of "During CORE ALTERATIONS" is redundant to an Applicability of "During movement of irradiated fuel assemblies within containment."
TS 3.3.6, TS 3.3.7, TS 3.9.3, and TS 3.9.7:
As previously discussed, the FHA reanalysis has determined acceptable results without reliance on automatic actuation of the Control Room Emergency Filtration System, automatic actuation of the Containment Ventilation Isolation Instrumentation, containment closure, or the operation of the Containment Purge Filter System. Since the only accident postulated to result in a radioactive release during core alterations is the FHA, and since the FHA does not rely on these systems and components to mitigate the postulated release, the operability of these systems and components is not required during core alterations. Therefore, deletion of "During CORE ALTERATIONS" from the Applicabilities is acceptable.
TS 3.7.9 and 3.7.10:
The reanalysis of the FHA assumes that the Control Room Emergency Filtration system is manually placed in the emergency pressurization mode one hour after the fuel handling accident occurs. Therefore, the Applicabilities associated with these specifications will continue to require the operability of the Control Room Emergency Filtration System and the Control Room Emergency Air Temperature Control components during movement of irradiated fuel. Since the only accident postulated to result in a radioactive release during core alterations is the FHA, the requirement to maintain these systems operable during core alterations is duplicative. Therefore, deletion of "During CORE ALTERATIONS" from the Applicabilities is acceptable.
TS 3.9.6:
The reanalysis of the FHA assumes that the refueling cavity water level is _ 23 feet above the level of the fuel. The Applicability associated with this specification will continue to require the refueling cavity water level to be maintained >_ 23 feet above the top of the reactor vessel flange during movement of irradiated fuel assemblies within containment. Since the only accident postulated to result in a radioactive release during core alterations is the FHA, the requirement to maintain this minimum water level during core alterations is duplicative.
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 5 of 19 Therefore, deletion of "During CORE ALTERATIONS" from this Applicability is acceptable.
Revisions to Conditions and Required Actions TS 3.3.7 contains guidance on the actions to be taken in the event the Limiting Condition for Operation (LCO) is not met during core alterations and during movement of irradiated fuel assemblies. Specifically, Condition D, Required Action D. 1, requires immediate suspension of core alterations and Required Action D.2 requires immediate suspension of movement of irradiated fuel assemblies in the event that the LCO is not met and the Required Action and associated Completion Time for Condition A or B are not met during movement of irradiated fuel assemblies or during core alterations. With the revision to the Applicability discussed above, Condition D and the associated Required Actions are no longer necessary to provide guidance in the remaining Modes of Applicability. Therefore, this change is considered editorial in nature as it maintains consistency with the Applicability.
TS 3.7.9, TS 3.7.10, and TS 3.9.6 contain guidance on the actions to be taken in the event the LCO is not met during core alterations. TS 3.7.9 Condition C, Required Action C.2.1, requires immediate suspension of core alterations in the event that the LCO is not met and the Required Action and associated Completion Time of Condition A are not met during movement of irradiated fuel assemblies or during core alterations. TS 3.7.9 Condition D, Required Action D. 1, requires immediate suspension of core alterations in the event that two Control Room Emergency Filtration System trains are inoperable during movement of irradiated fuel assemblies or during core alterations. TS 3.7.10 Condition C, Required Action C.2. 1, requires immediate suspension of core alterations in the event that the LCO is not met and the Required Action and associated Completion Time of Condition A are not met during movement of irradiated fuel assemblies or during Core Alterations. TS 3.7.10 Condition D, Required Action D. 1, requires immediate suspension of core alterations in the event that two Control Room Emergency Air Temperature Control Water Cooled Condensing Unit trains are inoperable during movement of irradiated fuel assemblies or during core alterations. TS 3.9.6 Condition A, Required Action A. 1, requires immediate suspension of core alterations in the event that the LCO is not met during movement of irradiated fuel assemblies or during core alterations. With the revision to the Applicabilities discussed above, the references to core alterations in these Conditions and the Required Actions associated with suspension of core alterations are no longer necessary to provide guidance in the remaining Modes of Applicability. Therefore, these changes are considered editorial in nature as they maintain consistency with the Applicabilities.
Deletion of TS 3.9.3 and TS 3.9.7 With the incorporation of the changes described above, the requirements of TS 3.9.3 and TS 3.9.7 are applicable in no operational modes. Per 10 CFR 50.36, a TS Limiting Condition for Operation must be established for each item meeting one or more of four specific criteria. A discussion of each of these criteria follows:
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 6 of 19 Criterion 1:
Installed instrumentation that is used to detect, and indicate in the control room, a significant abnormal degradation of the reactor coolant pressure boundary.
The systems and components specified by TS 3.9.3 and TS 3.9.7 are not described as instrumentation systems in the associated TS Bases, or in the UFSAR. Additionally, during core alterations and movement of irradiated fuel, the reactor coolant pressure boundary is required to be open. Therefore, TS 3.9.3 and TS 3.9.7 do not satisfy the requirements of Criterion 1 for retention in the HBRSEP, Unit No. 2, TS.
Criterion 2:
A process variable, design feature, or operating restriction that is an initial condition of a design basis accident or transient analysis that either assumes the failure of or represents a challenge to the integrity of a fission product barrier.
Containment and containment penetration operability requirements in Modes 1, 2, 3, and 4 are specified by TS 3.6.1, TS 3.6.2, and TS 3.6.3, and are unaffected by the proposed changes. The reanalysis of the FHA assumes that FHA activity is released within two hours from the containment with no credit for building holdup or building dilution. In other words, the reanalysis of the FHA assumed that containment penetrations, including the equipment hatch and personnel airlock, were open. Since the FHA reanalysis has determined acceptable results without reliance on containment closure, control of containment penetrations is not considered to be an initial condition of a design basis accident or transient analysis that assumes the failure of or represents a challenge to the integrity of a fission product barrier during movement of irradiated fuel assemblies within containment or during core alterations.
The reanalyzed FHA does not credit operation of the containment purge filter system in the mitigation of FHA consequences. Since the FHA reanalysis has determined acceptable results without reliance on the containment purge filter system, operability of the system is not considered to be an initial condition of a design basis accident or transient analysis that assumes the failure of or represents a challenge to the integrity of a fission product barrier during movement of irradiated fuel assemblies within containment or during core alterations.
Therefore, TS 3.9.3 and TS 3.9.7 do not satisfy the requirements of Criterion 2 for retention in the HBRSEP, Unit No. 2, TS.
Criterion 3:
A structure, system, or component that is part of the primary success path and which functions or actuates to mitigate a design basis accident or transient that either assumes the failure of or represents a challenge to the integrity of a fission product barrier.
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 7 of 19 The Bases associated with TS 3.9.3 state that the containment penetrations satisfy Criterion 3. However, the reanalysis of the FHA assumes that FHA activity is released within two hours from the containment with no credit for building holdup or building dilution. In other words, the reanalysis of the FHA assumed that containment penetrations, including the equipment hatch and personnel airlock, were open. Since the FHA reanalysis has determined acceptable results without reliance on containment closure, containment penetration closure is no longer required to function or actuate to mitigate a design basis accident or transient analysis that assumes the failure of or represents a challenge to the integrity of a fission product barrier.
The Bases associated with TS 3.9.7 state that the containment purge filter system satisfies Criterion 3. However, the reanalyzed FHA does not credit operation of the containment purge filter system in the mitigation of FHA consequences. Since the FHA reanalysis has determined acceptable results without reliance on the containment purge filter system, the system is no longer required to operate to mitigate a design basis accident or transient analysis that assumes the failure of or represents a challenge to the integrity of a fission product barrier.
Therefore, TS 3.9.3 and TS 3.9.7 do not satisfy the requirements of Criterion 3 for retention in the HBRSEP, Unit No. 2, TS.
Criterion 4:
A structure, system, or component which operating experience or probabilistic risk assessment has shown to be significant to public health and safety.
Containment and containment penetration operability requirements in Modes 1, 2, 3, and 4 are specified by TS 3.6.1, TS 3.6.2, and TS 3.6.3, and are unaffected by the proposed changes. Containment penetration closure and containment purge filter system operability in Modes other than Modes 1, 2, 3, and 4 are not considered in the HBRSEP, Unit No. 2, probabilistic risk assessment. In addition, the reanalysis of the FHA demonstrates that the dose consequences to the public associated with the postulated FHA are within the regulatory guidelines with no credit taken for containment penetration closure and containment purge filter system operability.
Therefore, TS 3.9.3 and TS 3.9.7 do not satisfy the requirements of Criterion 4 for retention in the HBRSEP, Unit No. 2, TS.
Evaluation of NEI Technical Specification Task Force (TSTF)-51 During preparation of the changes proposed in this submittal, CP&L reviewed TSTF-5 1, "Revise Containment Requirements During Handling of Irradiated Fuel and Core Alterations," for applicability. According to the justification associated with this generic change, the proposed changes are based on performing analyses that assume a longer decay period to take advantage of the reduced radioiodine inventory available for release in the
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 8 of 19 event of a fuel handling accident. The reanalysis of the HBRSEP, Unit No. 2, FHA was performed assuming a shorter decay time. Therefore, it is not appropriate for HBRSEP, Unit No. 2, to incorporate TSTF-51.
Defense-in-Depth The NRC staff has traditionally and conservatively required containment systems to be operable during core alterations and movement of irradiated fuel within containment as a defense-in-depth measure to mitigate the consequences of the postulated FHA. In previous amendments for similar relaxations at other facilities [Safety Evaluation dated April 16, 2001, associated with Duane Arnold Energy Center Amendment No. 237 (ADAMS Accession Number MLO 11070147)], the NRC staff has requested licensees make appropriate commitments to implement administrative controls to facilitate restoration of containment closure should a FHA occur, consistent with the commitment described in TSTF-51.
TSTF-51 requires licensees incorporating the generic change to commit to NUMARC 93-01, Revision 3, Section 11.2.6, "Industry Guideline for Monitoring the Effectiveness of Maintenance at Nuclear Power Plants," subheading "Containment - Primary(PWR)/
Secondary(BWR)." The commitment in TSTF-51 was based on a draft version of NUMARC 93-01, Revision 3. When NUMARC 93-01, Revision 3, was approved in July 2000, the guidelines referred to in TSTF-51 were designated as Section 11.3.6.5.
Section 11.3.6.5 of NUMARC 93-01 states:
Maintenance activities involving the need for open containment should include evaluation of the capability to achieve containment closure in sufficient time to mitigate potential fission product release. This time is dependent on a number of factors, including the decay heat level and the amount of RCS inventory available.
For BWRs, technical specifications may require secondary containment to be closed under certain conditions, such as during fuel handling and operations with a potential to drain the vessel.
In addition to the guidance in NUMARC 91-06, for plants which obtain license amendments to utilize shutdown safety administrative controls in lieu of Technical Specification requirements on primary or secondary containment operability and ventilation system operability during fuel handling or core alterations, the following guidelines should be included in the assessment of systems removed from service:
- During fuel handling/core alterations, ventilation systems and radiation monitor availability (as defined in NUMARC 91-06) should be assessed, with respect to filtration and monitoring of releases from the fuel. Following shutdown, radioactivity in the RCS decays fairly rapidly. The basis of the Technical Specification operability amendment is the reduction in doses due to such decay. The goal of maintaining ventilation system and radiation monitor
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 9 of 19 availability is to reduce doses even further below that provided by the natural decay, and to avoid unmonitored releases.
A single normal or contingency method to promptly close primary or secondary containment penetrations should be developed. Such prompt methods need not completely block the penetration or be capable of resisting pressure. The purpose is to enable ventilation systems to draw the release from a postulated fuel handling accident in the proper direction such that it can be treated and monitored.
Although this amendment request is not based on TSTF-5 1, CP&L commits to follow the guidelines in Section 11.3.6.5 of NUMARC 93-01, Revision 3, at HBRSEP, Unit No. 2, during movement of irradiated fuel assemblies within containment. Plant procedures will be revised, as appropriate, to implement these guidelines.
FHA Reanalysis The HBRSEP, Unit No. 2, FHA analysis evaluates two basic scenarios: the drop of a fuel assembly onto the refueling cavity floor during refueling operations inside the containment vessel, and the drop of a fuel assembly into the spent fuel pit during fuel handling operations in the fuel handling building. The reanalysis of the FHA assumes a shorter post-shutdown decay time than currently analyzed and takes no credit for certain engineered safety features structures, systems and components previously credited to mitigate the consequences of the postulated FHA.
In accordance with the methodology in RG 1.183, the new analysis evaluates the radiological consequences of the FHA in terms of TEDE. The analysis demonstrates that offsite and control room dose consequences associated with the worst-case FHA meet the acceptance criteria established in RG 1.183 and 10 CFR 50.67. Key FHA input assumptions are provided as Attachment V, Table 1. The following describes the highlights of the FHA reanalysis:
"* The analysis for the FHA inside the containment vessel does not assume credit for containment penetration closure (assumes containment penetrations including equipment hatch and personnel airlock are open).
"* The analysis for the FHA inside the containment vessel does not assume credit for operation of the containment purge filter system.
"* The analysis for the FHA in the fuel handling building credits operation of the fuel handling building air cleanup system.
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 10 of 19
"* Neither scenario assumes automatic actuation of the control room emergency filtration system.
Both scenarios assume that the control room ventilation system is manually placed into the emergency pressurization mode at one hour. Prior to this switch, the activity is assumed to enter the control room at a ventilation intake rate of 400 cfm. During the postulated FHA's first hour, the analysis assumes an additional unfiltered air inleakage rate of 300 cfm. Following the switch to the emergency pressurization mode, the analysis assumes an unfiltered air inleakage rate of 230 cfln, due to actions taken to preclude potential inleakage from the Hagan Room. The control room ventilation system is described in the UFSAR, Sections 6.4.2 and 9.4.2.
The value for assumed control room unfiltered air inleakage (300 cfm from all sources) is based on a qualitative evaluation. Consideration was given to the magnitudes of the known performance parameters of the control room ventilation system. For example, the filtered makeup air flow during pressurization is known to be limited to 400 cfm. Other sites that have measured unfiltered air inleakage (using currently acceptable methods) have generally measured less than 300 cfm from all sources. Outliers exist to this general experience, such as control rooms opening to much larger structures or buildings, but 300 cfm is considered to be a conservative assumption for the HBRSEP, Unit No. 2, control room.
The refueling cavity water level is required to be maintained a minimum of 23 feet above the reactor vessel flange during movement of irradiated fuel assemblies within containment (TS 3.9.6). Therefore, per RG 1.183, Appendix B, the overall effective decontamination factor is assumed to be 200 for the FHA inside the containment vessel.
The fuel storage pool water level is required to be maintained a minimum of 21 feet over the top of irradiated fuel assemblies seated in the storage racks during movement of irradiated fuel assemblies in the fuel storage pool. RG 1.183, Appendix B, provides guidance on the determination of the decontamination factor if the depth of water is not 23 feet. Following the methodology recommended by RG 1.183, Appendix B, CP&L has determined that the assumed overall effective decontamination factor should be 138 for the FHA inside the fuel handling building.
" The full core isotopic inventory (Attachment V, Table 2) was determined in accordance with RG 1.183, Section 3.1. The HBRSEP, Unit No. 2, specific isotopic source terms were developed using a bounding approach. The ORIGEN-S computer code (part of the SCALE-4.3 system of codes) was used to develop isotopics for a variety of burnup, enrichment, and burnup rates (power levels). Sensitivity studies were run with various combinations of burnups and enrichments to identify a bounding single assembly isotopic source term. The assembly source term was multiplied by 1.02 to reflect operation prior to shutdown at 102% of rated power
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 11 of 19 (102% of 2300 MWth). A bounding radial peaking factor of 1.8 was then applied to simulate the effect of this accident for the assembly containing the peak fission product inventory.
Atmospheric Dispersion (X/Q) Factors The historical X/Q data provided in the HBRSEP, Unit No. 2, UFSAR did not meet CP&L's expectations for level of documentation and design bases, and was not considered sufficient for the analysis of the FHA using the AST methodology. The current FHA analysis uses a single control room X/Q factor for the FHA, regardless of whether the accident occurs in the containment vessel or the fuel handling building. Since new X/Q factors were required to be generated for the release-receptor pairs that were not previously evaluated, the existing X/Q factors for the control room were recalculated to place all of these design input X/Q factors on a common, consistent calculational basis. In addition, HBRSEP, Unit No. 2, specific X/Q factors for offsite dose consequences were developed.
Meteorological data over a nine year period (1988 through 1996) was used in the development of the new X/Q factors.
For offsite receptor locations, the new X/Q factors were developed using the PAVAN computer code ("PAVAN: An Atmospheric Dispersion Program for Evaluating Design Bases Accident Releases of Radioactive Materials from Nuclear Power Stations,"
NUREG/CR-2858, November 1982. RSICC Computer Code Collection No. CCC-445).
For onsite receptor locations, the new X/Q factors were developed using the ARCON96 computer code ("Atmospheric Relative Concentrations in Building Wakes,"
NUREG/CR-6331, Rev. 1, May 1997. RSICC Computer Code Collection No. CCC-664).
New guidance, which supersedes the NUREG/CR-6331 recommendations for using certain default parameters as input, contained in NRC Draft Regulatory Guide DG-111, "Atmospheric Relative Concentrations for Control Room Radiological Habitability Assessments at Nuclear Power Plants," December 2001, has been implemented.
Specifically, the following changes from the default values were made:
- 1. Surface roughness length, m: A value of 0.2 is used in lieu of the default value of 0.1, and
- 2. Averaging sector width constant: A value of 4.3 is used in lieu of the default value of 4.0.
Attachment V, Table 4, provides the revised Exclusion Area boundary (EAB) and Low Population Zone (LPZ) X/Q factors and also provides a comparison to the current values.
Attachment V, Table 5, provides the revised control room X/Q factors and also provides a comparison to the current values.
The release from inside containment is a release via the containment nearest wall (closest point from the containment to the control room) and the release from inside the fuel
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 12 of 19 handling building is via the plant stack. Both releases are taken as ground releases. The receptor considered for each of the release points is the control room intake which is located on the east wall of the control room at elevation 250' 7" above sea level.
Attachment X provides a simplified drawing showing the elevational relationships between the control room intake and the release points.
HBRSEP, Unit No. 2, is located between the 70 West and the 60 West Declination Line at approximately 6023'. As a result, "plant north" must be adjusted to "true north" by the addition of 6.38°. The azimuthal angles for the two release points from the control room consider this adjustment from "plant north" to "true north" in the calculation of the control room X/Q factors. The azimuthal angle from the control room intake to the plant stack is 3350, with respect to true north. The azimuthal angle from the control room intake to the containment nearest point is 3130, with respect to true north.
The actual straight-line horizontal distance to the control room intake from the containment nearest point is 116.25 feet, and from the plant stack is 157.25 feet. In the calculation of the control room X/Q factors, these distances were reduced by five (5) feet to 111.25 feet and 152.25 feet, respectively, for conservatism and measurement uncertainty. UFSAR Figures 1.2.2-1, "Plot Plan," and 1.2.2-5, "General Arrangement Reactor Auxiliary Building Plans," have been included as Attachments XI and XII, respectively. These figures have been annotated to indicate the control room intake location, plant stack location and containment wall.
Meteorological Data As previously stated, meteorological data over a nine year period (1988 through 1996) was used in the development of the X/Q factors used in the FHA analysis. The HBRSEP, Unit No. 2, Meteorological Program was established prior to the issuance of RG 1.23, "Onsite Meteorological Programs." Therefore, HBRSEP, Unit No. 2, is not committed to RG 1.23. However, during several upgrades to the Meteorological Program, RG 1.23 was used to provide guidance in developing the upgrades. The Meteorological Program is described in the HBRSEP, Unit No. 2, UFSAR, Section 2.3.3. As discussed in the UFSAR, Section 2.3.3.a, several upgrades occurred during the nine year period of data collection.
The following discussions are intended to provide additional information describing the Meteorological Program as it existed during the period of data collection.
1988 through 1992:
During the time period from 1988 through September of 1992, as stated in the UFSAR, Section 2.3.3.a, the primary data collection system consisted of the Westinghouse Environmental Monitoring System. This system converted sensor outputs to a proportional number of discrete pulses that were electronically integrated and recorded on magnetic tape in 15-minute averaging periods. Esterline Angus Twin Strip Chart Recorders were used for providing an analog record of both the upper and lower wind
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 13 of 19 direction and speed to back up the Westinghouse system. In addition, 15-minute averaged upper and lower level wind speed and direction, both differential temperatures, and ambient temperature parameters were telemetered to the CP&L Raleigh General Office on an hourly basis via voice grade telephone lines to the site, providing the capabilities of remotely detecting malfunctions of these parameters.
The Westinghouse system magnetic tape cassettes were changed and brought back to the general office approximately once per month for translating. Computer programs converted parameter pulse totals into engineering units. The data was then reviewed and checked for consistency with the onsite strip charts and Raleigh-Durham Weather Service data. The edited 15-minute averaged data was then compiled into hourly averages and stored on magnetic history tapes. RG 1.23 data recovery requirements were met by performing scheduled calibrations carried out in accordance with the HBRSEP, Unit No. 2, Emergency Plan.
1992 through 1993:
In September of 1992, the meteorological historical database was converted from the Westinghouse Environmental Monitoring System to a microcomputer system. This microcomputer (ADAC Model #1200), manufactured by ADAC Corporation, was based upon the Digital Equipment Corporation (DEC) LSI-1 1/23 microcomputer system.
Because the system was being adapted to collect electronic signals representing meteorological parameters, the software for the system was developed internally by the CP&L meteorological staff.
The ADAC system software scanned each meteorological sensor input, except precipitation, once every ten seconds. The precipitation input was scanned for a contact closure once per second. Each contact closure represented 0.01 inch of precipitation. All other 10-second scan values were summed for a 15-minute period, then the average value for each meteorological parameter was obtained by performing a 15-minute mathematical average. If during a 15-minute averaging period, more than 33 % of the 10-second scan data values (30 individual scans) were not valid, the entire 15-minute averaged interval was then indicated to be unavailable (i.e., set to 9999.00). The ADAC meteorological sensor-system was placed in operational service during 1987. To assure that the methodology employed by the ADAC system provided information consistent with that collected by the Westinghouse sensor-system, both data collection systems were operated simultaneously to provide conclusive proof that major differences did not exist between the two systems.
When the ADAC system became the primary data acquisition system, data was retrieved via a different methodology than that which was used for the Westinghouse sensor system. A host computer located in the CP&L General Office retrieved the meteorological data from the ADAC sensor-system daily via a Company-owned and operated dedicated microwave link. A backup standard telephone line was also available
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 14 of 19 for data retrieval if the dedicated circuit was inoperable. This data was reviewed for potential immediate data problems by the General Office meteorological personnel on a daily basis (except weekends and holidays). The data was then uploaded from the host computer to the CP&L mainframe. The ADAC data was then rigorously checked for consistency with the onsite data and Columbia, SC Weather Service data. Erroneous data was then discarded prior to insertion into the historical database. The edited 15-minute averaged data was then stored on magnetic history tapes.
1993 through 1996:
During this time period, the Esterline Angus Twin Strip Chart Recorders were replaced with a Yokogawa Corporation Hybrid Recorder Model HR2300. The Esterline Angus recorders provided analog traces for only the wind speeds and wind directions. The Yokogawa hybrid recorder provides trend traces and hard-copy printouts of 15-minute averaged data for wind speeds, wind directions, ambient air temperature, differential temperatures, and dew-point temperature. An RS232 communications port was provided to allow the hybrid recorder digital 15-minute averaged data to be remotely retrieved via standard telephone lines to the CP&L General Office. Data from the hybrid recorder was compared with the ADAC data as part of the data consistency checks.
Also during this time period, changes were made to allow an approved contractor to perform the data reduction of the HBRSEP, Unit No. 2, meteorological data in lieu of the General Office. With this change, the data was reviewed for potential immediate data problems by the approved contractor personnel on a daily basis (except weekends and holidays). The ADAC data was then rigorously checked for consistency with the onsite data, and periodically with the National Weather Service data if inconsistencies were noted. Erroneous data was then discarded prior to insertion into the historical database.
The edited 15-minute averaged data was then stored on magnetic history tapes.
Summary:
Checks of the meteorological data retrieved from the sensor-systems in use during the data collection period against onsite strip charts, hybrid recorder data, Columbia, SC Weather Service data, and National Weather Service data were performed, as appropriate, to ensure that the meteorological data was of high quality. An onsite maintenance and calibration program ensured that the RG 1.23 data recovery requirements were met by performing scheduled calibrations in accordance with the HBRSEP, Unit No. 2, Emergency Plan. In addition, NRC Inspection Report Number 50-261/91-08, issued on April 12, 1991, and NRC Inspection Report Number 50-261/92-23, issued on September 4, 1992, resulted in identification of no violations or deviations.
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 15 of 19 An electronic copy of the meteorological data used to calculate the X/Q factors is enclosed on electronic media. The data is provided in the both the ARCON96 format and the PAVAN format.
Dose Consequences The AST methodology of RG 1.183 was used to evaluate the offsite and control room dose consequences for the FHA, using the RADTRAD, Version 3.02, computer code
("RADTRAD: A Simplified Model for RADionuclide Transport and Removal And Dose Estimation," NUREG/CR-6604, April 1998 and Supplement 1, June 8, 1999). RG 1.183 provides acceptance criteria for the radiological consequences of a FHA. Per RG 1.183, the radiological criteria for the EAB and the outer boundary of the LPZ, and for the control room are provided within 10 CFR 50.67. The control room criterion of 10 CFR 50.67 applies to all accidents. For events with a higher probability of occurrence, such as the fuel handling accident, the postulated EAB and LPZ doses should not exceed the criteria tabulated in Table 6 of RG 1.183. Using the inputs and assumptions previously identified in this submittal results in the following postulated FHA dose consequences:
EAB11 LPZ{2)
FHA Inside Containment 5.96 0.30 4.41 FHA Inside Fuel Handling Building 5.70 0.29 0.54 Regulatory Limit 6.3(3) 63(3) 5 (4)
NOTES:
(1) Worst two hour integrated dose.
(2) 30-day integrated dose.
(3) RG 1.183, Table 6, "Accident Dose Criteria."
(4) 10 CFR 50.67 and 10 CFR 50, Appendix A, Criterion 19.
No Significant Hazards Consideration Determination Carolina Power & Light (CP&L) Company is proposing a change to the Appendix A, Technical Specifications (TS), of Facility Operating License No. DPR-23, for H. B.
Robinson Steam Electric Plant (HBRSEP), Unit No. 2. This change revises the licensing basis for HBRSEP, Unit No. 2, to selectively implement the Alternative Source Term (AST) described in Regulatory Guide 1.183, "Alternative Radiological Source Terms for Evaluating Design Basis Accidents at Nuclear Power Reactors," in evaluating the radiological consequences of a Fuel Handling Accident (FHA). In addition, revised atmospheric dispersion factors for onsite and offsite dose consequences have been calculated and incorporated in the reanalysis of the FHA. As part of the selective implementation of this
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 16 of 19 AST, the total effective dose equivalent (TEDE) acceptance criterion of 10 CFR 50.67(b)(2) replaces the previous whole body and thyroid dose guidelines of 10 CFR 100.11 and General Design Criterion (GDC)-19 of 10 CFR Part 50, Appendix A, which (based upon this application) is limited to the FHA only. The selective implementation of the AST supports the following Technical Specification (TS) changes:
- 1. Deletion of "During CORE ALTERATIONS" from the Applicabilities associated with TS 3.3.6, TS 3.3.7, TS 3.7.9, and 3.7.10,
- 2. Deletion of "During CORE ALTERATIONS, except during latching and unlatching of control rod drive shafts," from the Applicabilities associated with TS 3.9.6,
- 3. Deletion of "During movement of irradiated fuel assemblies" from the Applicabilities associated with TS 3.3.6 and TS 3.3.7,
- 5. Revisions to the Conditions and Required Actions of TS 3.3.7, TS 3.7.9, TS 3.7.10, and TS 3.9.6 for consistency with the changes in Applicabilities.
An evaluation of the proposed change has been performed in accordance with 10 CFR 50.91(a)(1) regarding no significant hazards considerations using the standards in 10 CFR 50.92(c). A discussion of these standards as they relate to this amendment request follows:
- 1.
The Proposed Change Does Not Involve a Significant Increase in the Probability or Consequences of an Accident Previously Evaluated.
Implementation of the Alternative Source Term does not affect the design or operation of HBRSEP, Unit No. 2; rather, once the occurrence of an accident has been postulated, the new source term is an input to evaluate the consequences of the postulated accident. A review of the HBRSEP, Unit No. 2, Updated Final Safety Analysis Report (UFSAR) shows that the components and systems affected by the proposed changes are not initiators of any previously analyzed accident. Therefore, there is no significant increase in the probability of any previously analyzed accident.
The implementation of the Alternative Source Term has been evaluated in a revision to the HBRSEP, Unit No. 2, Fuel Handling Accident. Based on the results of this analysis, it has been demonstrated that, with the requested changes to the Technical Specifications, the dose consequences of a postulated Fuel Handling Accident are within the regulatory guidance provided by the NRC for use with the Alternative Source Term. This guidance is presented in 10 CFR 50.67 and Regulatory Guide 1.183. Since automatic actuation of the control room emergency filtration system, automatic actuation of containment ventilation isolation, containment
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 17 of 19 penetration operability, and the containment purge filter system are not credited in the revised analysis for the Fuel Handling Accident, eliminating these requirements during the movement of irradiated fuel assemblies will not result in a significant increase in the consequences of any previously evaluated accident. In addition, a review of the HBRSEP, Unit No. 2, UFSAR shows that the only accident resulting in dose consequences that is postulated to occur during core alterations is the Fuel Handling Accident. Therefore, the Applicability changes associated with core alterations will not result in a significant increase in the consequences of any previously evaluated accident.
Therefore, this change does not involve a significant increase in the probability or consequences of an accident previously evaluated.
- 2.
The Proposed Change Does Not Create the Possibility of a New or Different Kind of Accident From Any Previously Evaluated.
The proposed changes are supported by the revised design basis Fuel Handling Accident analysis. The proposed changes do not introduce any new modes of plant operation and do not involve physical modifications to the plant.
Thus, this change does not create the possibility of a new or different kind of accident from any accident previously evaluated.
- 3.
The Proposed Change Does Not Involve a Significant Reduction in the Margin of Safety.
The proposed changes are associated with the implementation of a new licensing basis for HBRSEP, Unit No. 2. The new licensing basis implements an Alternative Source Term in accordance with 10 CFR 50.67 and the associated Regulatory Guide 1.183.
The results of the revised Fuel Handling Accident analysis, revised in support of this submittal, are subject to revised acceptance criteria. This analysis has been performed using conservative methodologies in accordance with the regulatory guidance. The dose consequences of the limiting Fuel Handling Accident are within the acceptance criteria also found in the regulatory guidance associated with Alternative Source Terms.
The proposed changes continue to ensure that doses at the exclusion area and low population zone boundaries, as well as the control room, are within the corresponding regulatory limits. Specifically, the margin of safety for this accident is considered to be that provided by meeting the applicable regulatory limits, which are conservatively set below the 10 CFR 50.67 limits. With respect to control room personnel doses, the margin of safety (the difference between the 10 CFR 50.67 limits and the regulatory limits defined by 10 CFR 50, Appendix A, Criterion 19 (GDC-19)) continues to be satisfied.
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 18 of 19 Therefore, because the proposed changes continue to result in dose consequences within the applicable regulatory limits, they do not involve a significant reduction in a margin of safety.
Based on the above discussion, CP&L has determined that the requested change does not involve a significant hazards consideration.
Environmental Impact Consideration 10 CFR 51.22(c)(9) provides criteria for identification of licensing and regulatory actions for categorical exclusion for performing an environmental assessment. A proposed change for an operating license for a facility requires no environmental assessment if operation of the facility in accordance with the proposed change would not (1) involve a significant hazards consideration; (2) result in a significant change in the types or significant increases in the amounts of any effluents that may be released offsite; (3) result in an increase in individual or cumulative occupational radiation exposure. Carolina Power and Light (CP&L) Company has reviewed this request and determined that the proposed change meets the eligibility criteria for categorical exclusion set forth in 10 CFR 51.22(c)(9). Pursuant to 10 CFR 51.22(b), no environmental impact statement or environmental assessment needs to be prepared in connection with the issuance of the amendment. The basis for this determination follows:
Proposed Change CP&L is proposing a change to the Appendix A, Technical Specifications (TS), of Facility Operating License No. DPR-23, for H. B. Robinson Steam Electric Plant (HBRSEP),
Unit No. 2. This change revises the licensing basis for HBRSEP, Unit No. 2, to selectively implement the Alternative Source Term (AST) described in Regulatory Guide 1.183, "Alternative Radiological Source Terms for Evaluating Design Basis Accidents at Nuclear Power Reactors," in evaluating the radiological consequences of a Fuel Handling Accident (FHA). In addition, revised atmospheric dispersion factors for onsite and offsite dose consequences have been calculated and incorporated in the reanalysis of the FHA. As part of the selective implementation of this AST, the total effective dose equivalent (TEDE) acceptance criterion of 10 CFR 50.67(b)(2) replaces the previous whole body and thyroid dose guidelines of 10 CFR 100.11 and General Design Criterion (GDC)-19 of 10 CFR Part 50, Appendix A, which (based upon this application) is limited to the FHA only. The selective implementation of the AST supports the following TS changes:
- 1. Deletion of "During CORE ALTERATIONS" from the Applicabilities associated with TS 3.3.6, TS 3.3.7, TS 3.7.9, and 3.7.10,
- 2. Deletion of "During CORE ALTERATIONS, except during latching and unlatching of control rod drive shafts," from the Applicabilities associated with TS 3.9.6,
United States Nuclear Regulatory Commission Attachment II to Serial: RNP-RA/02-0027 Page 19 of 19
- 3. Deletion of "During movement of irradiated fuel assemblies" from the Applicabilities associated with TS 3.3.6 and TS 3.3.7,
- 5. Revisions to the Conditions and Required Actions of TS 3.3.7, TS 3.7.9, TS 3.7.10, and TS 3.9.6 for consistency with the changes in Applicabilities.
Basis The proposed change meets the eligibility criteria for categorical exclusion set forth in 10 CFR 51.22(c)(9) for the following reasons.
- 1.
As demonstrated in the No Significant Hazards Consideration Determination, the proposed change does not involve a significant hazards consideration.
- 2.
As demonstrated in the No Significant Hazards Consideration Determination, the proposed change does not result in a significant increase in the consequences of an accident previously evaluated and does not result in the possibility of a new or different kind of accident. Therefore, the proposed change does not result in a significant change in the types or significant increases in the amounts of any effluents that may be released offsite.
- 3.
The Alternative Source Term does not affect the design or operation of the facility; rather, once the occurrence of a fuel handling accident has been postulated the Alternative Source Term is an input to evaluate the consequences. The implementation of the Alternative Source Term has been evaluated in the reanalysis of the design basis Fuel Handling Accident. Based on the results of this reanalysis, it has been demonstrated that, with the requested Technical Specifications changes, the dose consequences of the limiting event are within the regulatory guidance provided by the NRC for use with the Alternative Source Term. Therefore, the proposed change does not result in an increase in individual or cumulative occupational radiation exposures.
United States Nuclear Regulatory Commission Attachment III to Serial: RNP-RA/02-0027 15 Pages H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM MARKUP OF TECHNICAL SPECIFICATIONS PAGES
TABLE OF CONTENTS 3.7 3.7.9 3.7.10 3.7.11 3.7.12 3.7.13 3.7.14 3.7.15 3.9 REFUELING OPERATIONS................
3.9.1 Boron Concentration 3.9.2 Nuclear Instrumentation 3.9.3 ants t -Pen 3.9.4 Residual Heat Remova (RHR) and Coolant Circulation-High Water Level....
3.9.5 Nfffw)
Residual Heat Removal (RHR) and Coolant Circulation-Low Water Level 3.9.6 iR*fuling Cavity Water Level........
3.9.7 VC C
f.Co-tin Pre Fijter S y~te-m DESIGN FEATURES Site Location Reactor Core.........
Fuel Storage.........
ADMINISTRATIVE CONTROLS Responsibility........
Organization.........
Unit Staff Qualifications Procedures...........
S...
4.0-1 S...............
4.0-1 S...............
4.0-1 S...............
4.0-1 S...............
5.0-1 S...............
5.0 -1 S...
5.0-2 S...............
5.0 -5 S...............
5.0-6 (continued)
HBRSEP Unit No. 2 PLANT SYSTEMS (continued)
Control Room Emergency Filtration System (CREFS)
Control Room Emergency Air Temperature Control (CREATC)
Fuel Building Air Cleanup System (FBACS)
Fuel Storage Pool Water Level Fuel Storage Pool Boron Concentration New and Spent Fuel Assembly Storage Secondary Specific Activity ELECTRICAL POWER SYSTEMS.....................
AC Sources -Operating AC Sources-Shutdown and During Movement of Irradiated Fuel Assemblies Diesel Fuel Oil, and Starting Air DC Sources-Operating DC Sources-Shutdown and During Movement of Irradiated Fuel Assemblies Battery Cell Parameters AC Instrument Bus Sources-Operating...........
AC Instrument Bus Sources-Shutdown and During Movement of Irradiated Fuel Assemblies Distribution Systems-Operating Distribution Systems-Shutdown and During Movement of Irradiated Fuel Assemblies 3.8 3.8.1 3.8.2 3.8.3 3.8.4 3.8.5 3.8.6 3.8.7 3.8.8 3.8.9 3.8.10 3.7-22 3.7-25 3.7-28 3.7-30 3.7-31 3.7-32 3.7-33 3.8-1 3.8-1 3.8-13 3.8-16 3.8-19 3.8-22 3.8-24 3.8-28 3.8-30 3.8-32 3.8-35 3.9-1 3.9-1 3.9-2 3.9-4 3.9-6 3.9-8 3.9-10 3.9-11 4.0 4.1 4.2 4.3 5.0 5.1 5.2 5.3 5.4 iv Amendment No.
176
Containment Ventilation Isolation Instrumentation 3.3.6 Table 3.3.6-1 (page I of 1)
Containment Ventilation Isolation Instrumentation APPLICABLE FUNCTION MODES OR OTHER REQUIRED SURVEILLANCE TRIP SPECIFIED CHANNELS REQUIREMENTS SETPOINT CONDITIONS
- 1.
Manual Initiation 1,2? J J, 2
SR 3.3.6.6 NA (a) Q I
- 2.
Automatic Actuation Logic and 2 trains SR 3.3.6.2 NA Actuation Relays 1.,2,J SR 3.3.6.3 (a)Q)
- 3.
Containment Radiation
- a.
Gaseous (a
)0 1
SR 3.3.6.1 SR 3.3.6.4 SR 3.3.6.7
- b. Particulate (a)(ý 1
SR 3.3.6.1 SR 3.36.4 SR 3.3.6.7
- 4.
Safety Injection Refer to LCO 3.3.2, "ESFAS Instrumentation." Functions 1.a-f, for all initiation functions and requirements.
(al Du'CREERATION97 i7T T7 (b) i mowment of ir'adi eew i
\\During Purging.
" Trip Setpoint shall be in accordance with the methodology in the Offsite Dose Calculation Manual.
HBRSEP Unit No. 2 3.3-39 Amendment No.
176
CREFS Actuation Instrumentation 3.3.7 3.3 INSTRUMENTATION 3.3.7 Control Room Emergency Filtration System (CREFS) Actuation Instrumentation LCO 3.3.7 APPLICABILITY:
The CREFS actuation instrumentation for each Function in Table 3.3.7-1 shall be OPERABLE.
ACTIONS
-NOTE-NOTE.......................
Separate Condition entry is allowed for each Function.
CONDITION REQUIRED ACTION COMPLETION TIME A.
One automatic A.1 Place one CREFS train 7 days actuation train in emergency inoperable, pressurization mode.
B. Two automatic B.1 Place one CREFS train Immediately actuation trains in emergency inoperable, pressurization mode.
OR One radiation monitoring channel inoperable.
(continued)
HBRSEP Unit No. 2 3.3-40 Amendment No.
176
CREFS Actuation Instrumentation 3.3.7 SURVEILLANCE REQUIREMENTS NOTE ------------------------------------
Refer to Table 3.3.7-1 to determine which SRs apply for each CREFS Actuation Function.
S SURVEILLANCE FREQUENCY SR 3.3.7.1 Perform CHANNEL CHECK.
12 hours1.388889e-4 days <br />0.00333 hours <br />1.984127e-5 weeks <br />4.566e-6 months <br /> SR 3.3.7.2 Perform COT.
92 days SR 3.3.7.3 Perform ACTUATION LOGIC TEST.
31 days on a STAGGERED TEST BASIS (continued)
HBRSEP Unit No. 2 3.3-41 Amendment No.
176
CREFS 3.7.9 3.7 PLANT SYSTEMS 3.7.9 Control Room Emergency Filtration System (CREFS)
LCO 3.7.9 APPLICABILITY:
ACTIONS Two CREFS trains shall be OPERABLE.
MODES 1. 2. 3. and 4 Duin movement iated fuel assemblies.
DurI g CONDITION REQUIRED ACTION COMPLETION TIME A.
One CREFS train A.1 Restore CREFS train 7 days inoperable, to OPERABLE status.
B. Required Action and B.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition A AND not met in MODE 1, 2.
3, or 4.
B.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> C. Required Action and associated Completion Time of Condition A not met during movement of irra-;ited fuel lie r
CON.
C.1 OR Place OPERABLE CREFS train in emergency pressurization mode.
Immediately Amendement No.
176 HBRSEP Unit 2 3.7-22
CREFS 3.7.9 I
ACTIONS Amendement No.
176 CONDITION REQUIRED ACTION COMPLETION TIME Q2 h
Suspend movement of Immediately irradiated fuel assemblies.
D. Two CREFS trains D.1 Suspend RE inoperable during OduNr.i movement of irradiated fuel assemblie
-r AND
ýAL
.r D
Suspend movement of Immediately irradiated fuel assemblies.
E.
Two CREFS trains E.1 Restore at least one 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> inoperable in MODE 1, CREFS train to
- 2. 3. or 4.
OPERABLE status.
F.
Required Action and F.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition E AND not met in MODE 1, 2,
- 3. or 4.
F.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> SURVEILLANCE REQUIREMENTS SURVEILLANCE FREQUENCY SR 3.7.9.1 Operate each CREFS train for ý 15 minutes.
31 days HBRSEP Unit 2 3.7-23
'.3
.4-
/
Amendement No.
176 CREFS 3.7.9
,,KVLEILLANLA.,RLQUIREMENTS (continued)
~-SURVE ILLAN FR QEC SR 3.7.9.2 Perform required CREFS filter testing in In accordance accordance with the Ventilation Filter with VFTP Testing Program (VFTP).
SR 3.7.9.3 Verify each CREFS train actuates on an 18 months actual or simulated actuation signal.
SR 3.7.9.4 Verify one CREFS train can maintain a 18 months on a positive pressure of 2t 0.125 inches water STAGGERED TEST gauge, relative to the outside atmosphere BASIS and a positive pressure relative to adjacent building areas during the emergency pressurization mode of operation at a makeup flow rate of - 400 cfm.
4 HBRSEP Unit 2 3.7-24
CREATC 3.7. 10 3.7 PLANT SYSTEMS 3.7.10 Control Room Emergency Air Temperature Control (CREATC)
LCO 3.7.10 APPLICABILITY:
Two CREATC Water Cooled Condensing Unit (WCCU) trains shall be OPERABLE.
MODES 1, 2, 3, and 4 4Durinq
-nboent of irradiated fuel assemblies,
- u-7
]
LTIM*
ACTIONS CONDITION REQUIRED ACTION COMPLETION TIME A. One CREATC WCCU train A.1 Restore CREATC WCCU 30 days inoperable, train to OPERABLE status.
B.
Required Action and B.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition A AND not met in MODE 1, 2, 3, or 4.
B.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> (continued)
HBRSEP Unit No.
2 Amendment No.
176 3.7-25
CREATC 3.7.10 ACTIONS (continued)
CONDITION REQUIRED ACTION COMPLETION TIME C.
Required Action and C.1 Place OPERABLE CREATC Immediately associated Completion WCCU train in Time of Condition A operation.
not met during movement of irradi ated OR fuel assembl ies, u*Tl C.'2.
STEpend" C#E l-f-edi a tol y A
C..2 Suspend movement of Immediately irradiated fuel assemblies.
D.
Two CREATC WCCU trains D.1 spe ORE mmedia' Y
inoperable during
>ALT TIONS.
movement of irradjoated fuel assgnjbles, or'
/AND
.2 Suspend movement of Immediately irradiated fuel assemblies.
E.
Two CREATC WCCU trains E.1 Restore at least one 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> inoperable in MODE 1, CREATC WCCU train to 2, 3, or 4.
OPERABLE status.
F.
Required Action and F.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition E AND not met in MODE 1, 2, 3, or 4.
F.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> Amendment No.
176 HBRSEP Unit No. 2 3.7-26
3.9.3 3.9 REFUELING OPERATIONS 3.9.3 owing a.
place by four APPLICA*ILITY:
- b.
One doo in the air lock closed/dand
/
/
- c.
Eac enetration providing irect access from the co ainment atmosphere t Ihe outside atmosphere ei r:
closed by a manu or automatic isolation v ve, blind flange, 07equivalent, or
- 2.
capable of ing closed by an OPERAB XContainment Ventilatipd Isolation System.
/
During CORE/ALTERATIONS,
/
During mcoVament of irradiated fuT assemblies within containment.
/I/
/7 Suspend CORE ALTERATIONS.
AND A.2 Immediately Immediately HBRSEP Unit No. 2 7
//
3.9-4 Amendment No.
176
is 61$el7ltianal/ bla,,k HBRSEP Unit No. 2 3.9-5 Amendment No.
176
Refueling Cavity Water Level 3.9.6 3.9 REFUELING OPERATIONS 3.9.6 Refueling Cavity Water Level LCO
3.9.6 APPLICABILITY
Refueling cavity water level shall be maintained a 23 ft above the top of reactor vessel flange.
ADurinLATE WS eALTETuring lt ngj S/*Thnlatchi na f rnntrn L..
f During movement of irradiated fuel containment.
assemblies within ACTIONS CONDITION REQUIRED ACTION COMPLETION TIME A. Refueling cavity water A.1 S spend C level not within limit.
CA Suspend movement of Immediately irradiated fuel assemblies within containment.
SURVEILLANCE REQUIREMENTS SURVEILLANCE FREQUENCY SR 3.9.6.1 Verify refueling cavity water level is 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 23 ft above the top of reactor vessel flange.
Amendment No.
176 HBRSEP Unit No. 2 3.9-10
3.9 REFUELING OPERATIONS 3.9.7 (C'ntainment PurgeFilter System be OPERABLE Close eac) penetra ion providing direcy' access from the, ontainment at6,osphere to the 6utside atmosphere by a manual or automatic valve, blind flange, or equivalent methoq/
Suspend movement of irradiated fuel assemblies within/
containment.
7 HBRSEP Unit No. 2 3.9-11 Amendment No. 176
/
[9
//
/
7, the Ventilation Fi)'er Testing Program-,/
(VFTP).
/X/
/
- /
2
/7 HBRSEP Unit No. 2
~Containment Purge Filter System S/7 3.9.7 SURVEILLANCE REQUIREMENTS 7
S 9e if URVEILLANCE FREQUE Y
SR 3.9.7.1 erify relative humidityf containment 1 ho/f
/atmosphere to be proces ed by the 7,'/
Containment Purge FilIxer System is s 70%.
/
Z 8 3.9.7.2 Verify the C 6tainment Purge Filter SYtem 12 hours1.388889e-4 days <br />0.00333 hours <br />1.984127e-5 weeks <br />4.566e-6 months <br /> is in operr ion and maintaining cont.*inment pressure,7negative relative to thei~djacent auxil*a'ry building areas.
//
SR 3.9.7.3/
Perform required ContaP.1ment Purge Filter In accordance
, i System filter testinolin accordance with 7 with the VFTPX 3.9-12 Amendment No.
176
United States Nuclear Regulatory Commission Attachment IV to Serial: RNP-RA/02-0027 15 Pages H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM RETYPED TECHNICAL SPECIFICATIONS PAGES
TABLE OF CONTENTS PLANT SYSTEMS (continued)
Control Room Emergency Filtration System (CREFS)
Control Room Emergency Air Temperature Control (CREATC).....................................
Fuel Building Air Cleanup System (FBACS)........
Fuel Storage Pool Water Level...................
Fuel Storage Pool Boron Concentration...........
New and Spent Fuel Assembly Storage.............
Secondary Specific Activity.....................
3.7 3.7.9 3.7.10 3.7.11 3.7.12 3.7.13 3.7.14 3.7.15 3.8 3.8.1 3.8.2 3.8.3 3.8.4 3.8.5 3.8.6 3.8.7 3.8.8 3.8.9 3.8.10 3.9 3.9.1 3.9.2 3.9.3 3.9.4 3.9.5 3.9.6 3.9.7 ELECTRICAL POWER SYSTEMS...............................
AC Sources -- Operating.............................
AC Sources-Shutdown and During Movement of Irradiated Fuel Assemblies...................
Diesel Fuel Oil, and Starting Air..................
DC Sources-Operating.............................
DC Sources-Shutdown and During Movement of Irradiated Fuel Assemblies...................
Battery Cell Parameters..........
AC Instrument Bus Sources--Operating.............
AC Instrument Bus Sources--Shutdown and During Movement of Irradiated Fuel Assemblies................................
Distribution Systems--Operating..................
Distribution Systems-Shutdown and During Movement of Irradiated Fuel Assemblies..................
REFUELING OPERATIONS..................................
Boron Concentration...............................
Nuclear Instrumentation...........................
Not Used..........................................
Residual Heat Removal (RHR) and Coolant Circulation-High Water Level.................
Residual Heat Removal (RHR) and Coolant Circulation-Low Water Level..................
Refueling Cavity Water Level......................
Not Used..........................................
DESIGN FEATURES...........................................
Site Location........................................
Reactor Core..........................................
Fuel Storage..........................................
ADMINISTRATIVE CONTROLS...................................
Responsibility........................................
Organization..........................................
Unit Staff Qualifications.............................
(continued) 3.9-1 3.9-1 3.9-2 3.9-4 3.9-6 3.9-8 3.9-10 3.9-11 4.0-1 4.0-1 4.0-1 4.0-1 5.0-1 5.0-1 5.0-2 5.0-5 4.0 4.1 4.2 4.3 5.0 5.1 5.2 5.3 3.7-22 3.7-25 3.7-28 3.7-30 3.7-31 3.7-32 3.7-33 3.8-1 3.8-1 3.8-13 3.8-16 3.8-19 3.8-22
... 3.8-24
... 3.8-28
... 3.8-30
... 3.8-32
... 3.8-35 HBRSEP Unit No.2 iv Amendment No. 17
Containment Ventilation Isolation Instrumentation 3.3.6 Table 3.3.6-1 (page 1 of 1)
Containment Ventilation Isolation Instrumentation FUNCTION APPLICABLE REQUIRED SURVEILLANCE TRIP MODES OR OTHER CHANNELS REQUIREMENTS SETPOINT SPECIFIED CONDITIONS
- 1.
Manual Initiation 1,2,3,4, 2
SR 3.3.6.6 NA (a)
- 2.
Automatic Actuation Logic and 2 trains SR 3.3.6.2 NA Actuation Relays 1.2,3,4, SR 3.3.6.3 (a)
- 3.
Containment Radiation
- a.
Gaseous (a) 1 SR 3.3.6.1 (b)
SR 3.3.6.4 SR 3.3.6.7
- b.
Particulate (a) 1 SR 3.3.6.1 (b)
SR 3.3.6.4 SR 3.3.6.7
- 4.
Safety Injection Refer to LCO 3.3.2, "ESFAS Instrumentation," Functions 1.a-f, for all initiation functions and requirements.
(a)
During Purging.
(b)
Trip Setpoint shall be in accordance with the methodology in the Offsite Dose Calculation Manual.
Amendment No. 146 3.3-1 HBRSEP Unit No. 2
CREFS Actuation Instrumentation 3.3.7 3.3 INSTRUMENTATION 3.3.7 Control Room Emergency Filtration System (CREFS) Actuation Instrumentation LCO
3.3.7 APPLICABILITY
The CREFS actuation instrumentation for each Function in Table 3.3.7-1 shall be OPERABLE.
MODES 1, 2, 3, and 4.
ACTIONS
-NOTE NOTE -------------------------
Separate Condition entry is allowed for each Function.
CONDITION REQUIRED ACTION COMPLETION TIME A.
One automatic A.1 Place one CREFS train 7 days actuation train in emergency inoperable, pressurization mode.
B.
Two automatic B.1 Place one CREFS train Immediately actuation trains in emergency inoperable, pressurization mode.
OR One radiation monitoring channel inoperable.
(continued)
HBRSEP Unit No. 2 3.3-1 Amendment No. -V-6
CREFS Actuation Instrumentation 3.3.7 ACTIONS (continued)
CONDITION REQUIRED ACTION COMPLETION TIME C.
Required Action and C.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time for Condition A AND or B not met in MODE 1, 2, 3, or 4.
C.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> SURVEILLANCE REQUIREMENTS
NOTE ------------------------------------
Refer to Table 3.3.7-1 to determine which SRs apply for each CREFS Actuation Function.
SURVEILLANCE FREQUENCY SR 3.3.7.1 Perform CHANNEL CHECK.
12 hours1.388889e-4 days <br />0.00333 hours <br />1.984127e-5 weeks <br />4.566e-6 months <br /> SR 3.3.7.2 Perform COT.
92 days SR 3.3.7.3 Perform ACTUATION LOGIC TEST.
31 days on a STAGGERED TEST BASIS (continued)
Amendment No. tt6 HBRSEP Unit No. 2 3.3-2
CREFS 3.7.9 3.7 PLANT SYSTEMS 3.7.9 Control Room Emergency Filtration System (CREFS)
LCO 3.7.9 Two CREFS trains shall be OPERABLE.
APPLICABILITY:
MODES 1, 2, 3, and 4 During movement of i rradiated fuel assemblies.
ACTIONS CONDITION REQUIRED ACTION COMPLETION TIME A.
One CREFS train A.1 Restore CREFS train 7 days inoperable, to OPERABLE status.
B. Required Action and B.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition A AND not met in MODE 1, 2, 3, or 4.
B.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> C.
Required Action and C.1 Place OPERABLE CREFS Immediately associated Completion train in emergency Time of Condition A pressurization mode.
not met during movement of irradiated QR fuel assemblies.
C.2 Suspend movement of Immediately irradiated fuel assemblies.
(continued)
Amendment No.
1-76 HBRSEP Unit 2 3.7-22
CREFS 3.7.9 ACTIONS (continued)
D.
Two CREFS trains D.1 Suspend movement of Immediately inoperable during irradiated fuel movement of irradiated assemblies.
fuel assemblies.
E.
Two CREFS trains E.1 Restore at least one 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> inoperable in MODE 1, CREFS train to 2, 3, or 4.
OPERABLE status.
F.
Required Action and F.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition E AND not met in MODE 1, 2, 3, or 4.
F.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> SURVEILLANCE REQUIREMENTS SURVEILLANCE FREQUENCY SR 3.7.9.1 Operate each CREFS train for 2 15 minutes.
31 days SR 3.7.9.2 Perform required CREFS filter testing in In accordance accordance with the Ventilation Filter with VFTP Testing Program (VFTP).
SR 3.7.9.3 Verify each CREFS train actuates on an 18 months actual or simulated actuation signal.
SR 3.7.9.4 Verify one CREFS train can maintain a 18 months on a positive pressure of 2 0.125 inches water STAGGERED TEST gauge, relative to the outside atmosphere BASIS and a positive pressure relative to adjacent building areas during the emergency pressurization mode of operation at a makeup flow rate of < 400 cfm.
Amendment No.
1-76 I
HBRSEP Unit 2 3.7-23
CREFS 3.7.9 Page is intentionally blank Amendment No.
-76 3.7-24 HBRSEP Unit 2
CREATC 3.7.10 3.7 PLANT SYSTEMS 3.7.10 Control Room Emergency Air Temperature Control (CREATC)
LCO 3.7.10 Two CREATC Water Cooled Condensing Unit (WCCU) trains shall be OPERABLE.
APPLICABILITY:
MODES 1, 2, 3, and 4 During movement of i rradiated fuel assemblies.
ACTIONS CONDITION REQUIRED ACTION COMPLETION TIME A.
One CREATC WCCU train A.1 Restore CREATC WCCU 30 days inoperable, train to OPERABLE status.
B.
Required Action and B.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition A AND not met in MODE 1, 2, 3, or 4.
B.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> (continued)
Amendment No. t-7 HBRSEP Unit No. 2 3.7-25
CREATC 3.7.10 ACTIONS (continued)
C.
Required Action and C.1 Place OPERABLE CREATC Immediately associated Completion WCCU train in Time of Condition A operation.
not met during movement of irradiated OR fuel assemblies.
C.2 Suspend movement of Immediately irradiated fuel assemblies.
D.
Two CREATC WCCU trains D.1 Suspend movement of Immediately inoperable during irradiated fuel movement of irradiated assemblies.
fuel assemblies.
E.
Two CREATC WCCU trains E.1 Restore at least one 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> inoperable in MODE 1, CREATC WCCU train to 2, 3, or 4.
OPERABLE status.
F.
Required Action and F.1 Be in MODE 3.
6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br /> associated Completion Time of Condition E AND not met in MODE 1, 2, 3, or 4.
F.2 Be in MODE 5.
36 hours4.166667e-4 days <br />0.01 hours <br />5.952381e-5 weeks <br />1.3698e-5 months <br /> Amendment No.
1-76 HBRSEP Unit No. 2 3.7-26
3.9 REFUELING OPERATIONS 3.9.3 Not Used HBRSEP Unit No. 2 3.9-4 Amendment No. 17
Page is intentionally blank HBRSEP Unit No. 2 3.9-5 Amendment No. Vi-6
Refueling Cavity Water 3.9 REFUELING OPERATIONS 3.9.6 Refueling Cavity Water Level LCO 3.9.6 Refueling cavity water level shall be maintained Ž 23 ft above the top of reactor vessel flange.
APPLICABILITY:
During movement of containment.
irradiated fuel assemblies within ACTIONS CONDITION REQUIRED ACTION COMPLETION TIME A. Refueling cavity water A.1 Suspend movement of Immediately level not within irradiated fuel
- limit, assemblies within containment.
SURVEILLANCE REQUIREMENTS SURVEILLANCE FREQUENCY SR 3.9.6.1 Verify refueling cavity water level is 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />
Ž 23 ft above the top of reactor vessel flange.
Amendment No. 1-76 Level 3.9.6 HBRSEP Unit No. 2 3.9-10
3.9 REFUELING OPERATIONS 3.9.7 Not Used Amendment No.
t76 HBRSEP Unit No. 2 3.9-1
Page is intentionally blank Amendment No. V-6 HBRSEP Unit No. 2 3.9-2
United States Nuclear Regulatory Commission Attachment V to Serial: RNP-RA/02-0027 Page 1 of 4 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM KEY FUEL HANDLING ACCIDENT ANALYSIS INPUTS AND ASSUMPTIONS Table 1 Key Fuel Handling Accident Analysis Inputs and Assumptions FHA in Fuel Handling Input/Assumption FHA in Containment Building Decay Time After Shutdown 56 hours6.481481e-4 days <br />0.0156 hours <br />9.259259e-5 weeks <br />2.1308e-5 months <br /> 8 hours Plant Thermal Power Prior To 2346 MWth 2346 MWth Shutdown Number of Fuel Assemblies in 157 157 Core Number of Fuel Rods Damaged 204 (one assembly) 204 (one assembly)
Fuel Assembly Burnup 60,000 MWD/MTU 60,000 MWD/MTU Assembly Radial Peaking Factor 1.8 1.8 Fuel Assembly Enrichment 4.95 w/o (Up to 5.0 w/o 4.95 w/o (Up to 5.0 w/o bounded by sensitivity study) bounded by sensitivity study)
Effective Iodine Decontamination 200 (Based on water depth of 138 (Based on water depth of Factor 23 feet in Refueling Cavity) 21 feet in Spent Fuel Pit)
Noble Gas Decontamination 1
1 Factor Air Handling System Filter None Assumed 90% (Elemental Iodine)
Efficiencies 70% (Organic Iodine)
Release Type All activity released from fuel All activity released from fuel gap to pool is instantaneously gap to pool is instantaneously released to pool.
released to pool.
Radioactivity that escapes Radioactivity that escapes from the pool to the from the pool to the environment is assumed to be environment is assumed to be released over a two hour released over a two hour period as a ground level period as a ground level release.
release.
Full Core Isotopic Inventory See Table 2 See Table 2 Fraction Of Assembly Activity In RG 1.183, Table 3 RG 1.183, Table 3 Gap Control Room Ventilation Inputs See Table 3 See Table 3 Meteorology See Tables 4 and 5 See Tables 4 and 5
United States Nuclear Regulatory Commission Attachment V to Serial: RNP-RA/02-0027 Page 2 of 4 Table 2 Full Core Isotopic Inventory Nuclide
[ Curies at T = 0 1-131 6.20E+07 1-132 9.02E+07 1-133 1.28E+08 1-134 1.41E+08 1-135 1.21E+08 Kr-85 7.30E+05 Kr-85m 1.51E+07 Kr-87 3.03E+07 Kr-88 4.20E+07 Xe-133 1.28E+08 Xe-135 3.68E+07
United States Nuclear Regulatory Commission Attachment V to Serial: RNP-RA/02-0027 Page 3 of 4 Table 3 Control Room Ventilation Inputs Parameter Value Control Room Volume 20,124 ft3 Normal Ventilation Flow Rates Filtered Makeup Flow Rate 0 cfm Filtered Recirculation Flow Rate 0 cfm Unfiltered Makeup Flow Rate 400 cfin Unfiltered Inleakage (Total) 300 cfm Unfiltered Recirculation Flow Rate Not Modeled Pressurization Mode Flow Rates Filtered Makeup Air Flow Rate 400 cfm Filtered Recirculation Flow Rate 2600 cfm Unfiltered Inleakage (Total, Initial) 300 cfm Hagan Room Unfiltered Air Inleakage 70 cfm (Terminates after 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br />)
Unfiltered Recirculation Flow Rate Not Modeled Filter Efficiencies Elemental 95%
Organic 95%
Particulate 99%
Operator Action Time to Switch from Normal 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> to Pressurization Mode
United States Nuclear Regulatory Commission Attachment V to Serial: RNP-RA/02-0027 Page 4 of 4 Table 4 Offsite Ground Level X/Q Factors (sec/n 3)
FHA in Containment FHA in Fuel Handling Building Time Period EAB LPZ EAB LPZ 0 - 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 1.77E-03 8.92E-05 1.77E-03 8.92E-05 (New, PAVAN) 0 - 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 8.70E-04 4.5E-05*
8.70E-04 4.5E-05*
(Current Licensing Basis)
- Extracted from Safety Guide 25 Table 5 Onsite Ground Level X/Q Factors (sec/m 3)
Time Period FHIA in Containment 7
FHA in Fuel Handling Building New, ARCON96 Based X/Q Values (Occupancy Factors Not Included) 0 - 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 4.11E-03 1.23E-03 2 - 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> 2.68E-03 8.93E-04 8 - 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 1.16E-03 3.60E-04 1 - 4 days 8.14E-04 2.58E-04 4 - 30 days 6.76E-04 2.19E-04 Current Licensing Basis X/Q Values (Values in Parentheses Do Not Include Occupancy Factors) 0 - 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> 2.OE-03 (2.OE-03) 2.OE-03 (2.OE-03) 8 - 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 1.1E-03 (1.1E-03) 1.1E-03 (1.1E-03) 1 - 4 days 3.4E-04 (5.7E-04) 3.4E-04 (5.7E-04) 4 - 30 days 5.8E-05 (1.45E-04) 5.8E-05 (1.45E-04)
United States Nuclear Regulatory Commission Attachment VI to Serial: RNP-RA/02-0027 Page 1 of 1 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM ARCON96 DISPERSION MODEL INPUT FILE (FHA Inside Containment)
ARCON INPUT Number of Meteorological Data Files
=
2 Meteorological Data File Names C:\\lARCON96\\MET88.MET C:\\lARCON96\\MET92.MET Height of lower wind instrument (m)
=
11.0 Height of upper wind instrument (m)
=
62.0 Wind speeds entered as miles per hour Ground-level release Release height (m) 7.8 Building Area (m^2) 1817.0 Effluent vertical velocity (m/s)
.00 Vent or stack flow (m^3/s)
.00 Vent or stack radius (m)
=
.00 Direction intake to source (deg) 313 Wind direction sector width (deg)
=
90 Wind direction window (deg) 268 -
358 Distance to intake (m) 33.9 Intake height (m) 7.8 Terrain elevation difference (m)
=
.0 Output file names RBNPCR.LOG RBNPCR.CFD Minimum Wind Speed (m/s)
Surface roughness length (m)
Sector averaging constant Initial value of sigma y Initial value of sigma z
.5
.20 4.3
.00
.00
United States Nuclear Regulatory Commission Attachment VII to Serial: RNP-RA/02-0027 Page 1 of 1 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM ARCON96 DISPERSION MODEL INPUT FILE (FHA Inside Fuel Handling Building)
- ARCON INPUT Number of Meteorological Data Files
=
2 Meteorological Data File Names C:\\lARCON96\\MET88.MET C:\\lARCON96\\MET92.MET Height of lower wind instrument (m)
=
11.0 Height of upper wind instrument (m)
=
62.0 Wind speeds entered as miles per hour Ground-level release Release height (m)
=
60.7 Building Area (m^2) 1817.0 Effluent vertical velocity (m/s)
=
.00 Vent or stack flow (m^3/s)
=
.00 Vent or stack radius (m)
=
.00 Direction intake to source (deg)
=
335 Wind direction sector width (deg)
=
90 Wind direction window (deg) 290 -
020 Distance to intake (m)
=
46.4 Intake height (m)
=
7.5 Terrain elevation difference (m)
=
.0 Output file names PSCR.LOG PSCR.CFD Minimum Wind Speed (m/s)
.5 Surface roughness length (m)
=
.20 Sector averaging constant
=
4.3 Initial value of sigma y
=
.00 Initial value of sigma z
=
.00
United States Nuclear Regulatory Commission Attachment VIII to Serial: RNP-RA/02-0027 Page 1 of I H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM PAVAN DISPERSION MODEL INPUT FILE 1
1111 H.B.
ROBINSON UNIT 2 1988-96 AVG.
MET.
GROUND-LEVEL RELEASE 11.0 METERS 9.3 -
60.8 METERS UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 7
0 2472.
63.9 10.0 11.0 0
0 0
7 68 216 1003 12 9
11 10 19 20 15 5
4 6
5 6
2 2
2 3
187 152 187 280 165 192 296 209 157 237 287 147 114 57 43 39 232 158 135 37 8
0 27 93 252 354 376 151 82 111 128 119 6
2 1
0 0
0 0
1 21 42 26 6
0 1
11 7
0 0
0 0
0 0
0 0
1 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 10 14 13 17 16 16 13 6
7 6
6 7
4 5
1 236 190 193 176 126 116 172 147 133 163 227 156 104 69 44 53 105 114 63 16 5
3 13 37 71 134 143 82 52 63 61 63 4
3 0
0 0
0 0
1 11 14 17 5
5 4
3 5
0 0
0 0
0 0
0 0
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 18 19 31 37 37 38 16 10 10 12 19 10 8
5 7
305 266 236 240 141 112 187 193 142 230 297 214 126 107 79 103 96 134 76 20 5
2 6
37 66 139 158 66 50 66 46 54 2
5 3
0 0
0 0
2 7
10 13 8
4 10 3
2 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 264 331 417 443 369 387 382 337 298 346 309 315 279 241 176 195 1615 2572 1806 1188 725 506 662 1243 1291 1374 1167 915 641 421 477 796 653 1387 365 91 36 20 82 198 452 424 350 239 153 178 187 363 36 62 6
1 2
0 1
21 61 54 35 10 14 16 8
22 0
1 0
0 0
0 0
0 2
0 0
0 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 445 502 420 329 267 229 283 768 1352 1296 849 613 483 424 405 509 648 554 353 169 86 60 129 730 1199 1189 730 555 311 262 586 951 54 43 10 6
9 5
15 85 241 163 130 99 19 46 67 219 0
3 0
0 0
0 3
5 28 17 1
2 3
2 0
5 0
1 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 332 175 179 109 68 66 111 439 770 757 595 466 450 431 609 693 53 6
16 12 1
1 8
69 99 106 134 85 28 81 204 282 2
1 1
0 0
0 1
0 1
1 2
1 1
0 0
1 0
0 1
0 0
0 0
0 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
0 606 438 372 175 71 68 71 281 449 511 451 416 522 804 1075 1228 30 1
0 1
1 1
0 4
9 10 16 20 4
9 15 138 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 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 101.0.750 3.50 7.50 12.5 18.5 25.0 55.0 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.
1.66 1.79 1.46 1.30 1.33 1.75 1.71 1.45 1.48 2.14 1.51 1.46 2.05 2.10 1.90 1.99 0.54 0.58 0.49 0.65 0.42 0.74 0.56 0.54 0.56 0.69 0.54 0.55 0.56 0.92 0.62 0.77
United States Nuclear Regulatory Commission Attachment IX to Serial: RNP-RA/02-0027 Page 1 of 2 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM PAVAN DISPERSION MODEL PRINTOUT OF INPUT CARDS 1
00010 01111 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 2
H.B. ROBINSON UNIT 2 1988-96 AVG.OUND-LEVEL RELEASE 3
11.0 METERS 9.3 -
60.8 METERS 4
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13) 5 SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 6
7 76711 0
7 0.500 2472.000 63.900 10.000 11.000 8
0.000 0.000 0.000 7.000 68.000216.000*******
9 12.000 9.000 11.000 10.000 19.000 20.000 15.000 5.000 4.000 6.000 5.000 6.000 2.000 2.000 2.000 3.000 9
187.000152.000187.000280.000165.000192.000296.000209.000157.000237.000287.000147.000114.000 57.000 43.000 39.000 9
232.000158.000135.000 37.000 8.000 0.000 27.000 93.000252.000354.000376.000151.000 82.000111.000128.000119.000 9
6.000 2.000 1.000 0.000 0.000 0.000 0.000 1.000 21.000 42.000 26.000 6.000 0.000 1.000 11.000 7.000 9
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 9
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 0.000 0.000 0.000 9
6.000 10.000 14.000 13.000 17.000 16.000 16.000 13.000 6.000 7.000 6.000 6.000 7.000 4.000 5.000 1.000 9
236.000190.000193.000176.000126.000116.000172.000147.000133.000163.000227.000156.000104.000 69.000 44.000 53.000 9
105.000114.000 63.000 16.000 5.000 3.000 13.000 37.000 71.000134.000143.000 82.000 52.000 63.000 61.000 63.000 9
4.000 3.000 0.000 0.000 0.000 0.000 0.000 1.000 11.000 14.000 17.000 5.000 5.000 4.000 3.000 5-000 9
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 0.000 0.000 0.000 9
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 0.000 0.000 0.000 9
17.000 18.000 19.000 31.000 37.000 37.000 38.000 16.000 10.000 10.000 12.000 19.000 10.000 8.000 5.000 7.000 9
305.000266.000236.000240.000141.000112.000187.000193.000142.000230.000297.000214.000126.000107.000 79.000103.000 9
96.000134.000 76.000 20.000 5.000 2.000 6.000 37.000 66.000139.000158.000 66.000 50.000 66.000 46.000 54.000 9
2.000 5.000 3.000 0.000 0.000 0.000 0.000 2.000 7.000 10.000 13.000 8.000 4.000 10.000 3.000 2.000 9
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9
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 0.000 0.000 0.000 9
264.000331.000417.000443.000369.000387.000382.000337.000298.000346.000309.000315.000279.000241.000176.000195 000 9
- 725*000506.000662.000****************************915.000641*.000421.000477.000796.000 9
653.000*******365.000 91.000 36.000 20.000 82.000198.000452.000424.000350.000239.000153.000178.000187.000363.000 9
36.000 62.000 6.000 1.000 2.000 0.000 1.000 21.000 61.000 54.000 35.000 10.000 14.000 16.000 8.000 22.000 9
0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 1.000 0.000 1.000 0.000 9
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 0.000 0.000 0.000 9
445.000502.000420.000329.000267.000229.000283.000768.000**************849.000613.000483.000424.000405.000509.000 9
648.000554.000353.000169.000 86.000 60.000129.000730.000**************730.000555.000311.000262.000586.000951.000 9
54.000 43.000 10.000 6.000 9.000 5.000 15.000 85.000241.000163.000130.000 99.000 19.000 46.000 67.000219.000 9
0.000 3.000 0.000 0.000 0.000 0.000 3.000 5.000 28.000 17.000 1.000 2.000 3.000 2.000 0.000 5.000
United States Nuclear Regulatory Commission Attachment IX to Serial: RNP-RA/02-0027 Page 2 of 2 0.000 1.000 2.000 0.000 0.000 0.000 0.000 0.000 332.000175.000179.000109.000 53.000 6.000 16.000 2.000 1.000 1.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 606.000438.000372.0001 30.000 1.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9
9 9
9 9
9 9
9 9
9 9
9 9
9 3.500 425.
7242.
2.0 12 18.500 425.
7242.
7.500 425.
7242.
12.000 0.000 0.000 0.000 0.000 75.000 1.000 0.000 0.000 0.000 0.000 25.000 425.
7242.
0.000 0.000 68.000 1.000 0.000 0.000 0.000 0.000 71.000 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 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 66.000111.000439.000770.000757.000595.000466.000450.000431.000609.000693.000 1.000 0.000 0.000 0.000 0.000 68.000 1.000 0.000 0.000 0.000 0.000 8.000 69.000 99.000106.000134.000 85.000 28.000 81.000204.000282.000 1.000 0.000 1.000 1.000 2.000 1.000 1.000 0.000 0.000 1.000 0.000 0.000 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 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 0.000 71.000281.000449.000511.000451.000416.000522.000804.000**************
0.000 4.000 9.000 10.000 16.000 20.000 4.000 9.000 15.000138.000 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 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 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 0.000 55.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 425.
425.
425.
425.
425.
425.
425.
425.
11 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
12 1.7 1.8 1.5 1.3 1.3 1.8 1.7 1.5 1.5 2.1 1.5 1.5 10 101.
0.750 425.
7242.
2.0 425.
425.
7242.
7242.
2.1 1.9 0.5 0.6 0.5 0.6 0.4 0.7 0.6 0.5 0.6 0.7 0.5 0.6 0.6 0.9 0.6 0.8 NOTE THAT ABOVE PARROTING OF INPUT CONTAINS SOME DATA OVERFLOW IN THE FORTRAN SPECIFIED FIELDS DUE TO THE USE OF 9 YEARS OF DATA.
12.500 425.
7242.
United States Nuclear Regulatory Commission Attachment X to Serial: RNP-RA/02-0027 Page 1 of 1 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM RELATIVE PLANT ELEVATIONS Elev. 425' Grade Elev. 225' Grade Elev. 226' Ah (Containment grade to control room intake) = 25.58'
= 7.8 m
- Ah (Plant stack grade to control room intake) = 24.58'
= 7.5 m Ah (Control room intake to plant stack release) = 174.42' = 53.2 m Plant stack release Ah above grade = 425'-226' = 199' = 60.7 m
- For conservatism, credit is not taken for the height differential between grade and the CR intake, i.e., the Containment release is assumed to be at the CR intake elevation of 250.58' (7.8 m above grade).
United States Nuclear Regulatory Commission Attachment XI to Serial: RNP-RA/02-0027 Page 1 of 2 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM ANNOTATED PLOT PLAN
N
______REVISIN 1
WESC H.B. ROBINSON WEST
/*
UNIT 2
,ENTRANCECarolina Power & Light Company
,7 UPDATED FINAL SAFETY ANALYSIS REPORT X-0 PLOT PLAN REF. DWG. HBR2-9800 FIGURE 1.2.2-1
United States Nuclear Regulatory Commission Attachment XII to Serial: RNP-RA/02-0027 Page 1 of 2 H. B. ROBINSON STEAM ELECTRIC PLANT, UNIT NO. 2 REQUEST FOR TECHNICAL SPECIFICATIONS CHANGE REGARDING SELECTIVE IMPLEMENTATION OF ALTERNATIVE RADIOLOGICAL SOURCE TERM ANNOTATED REACTOR AUXILIARY BUILDING PLANS
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TAM-WTA ANALYZER STORAE TAN PIK UNNELFLOOREL. 26.00'PE226.00'-
FLOO EL. 226. 00 Revision No.
14 H. B. ROBINSON UNIT 2 Carolina Power & Light Company MDATED FINAL SAFETY ANALYSIS REPORT GENERAL ARRANGEMENT REACTOR AUXILIARY BUILDING PLANS FIGURE 1.2.2-5 DIESa EL 3501 IIA' I I f-
.5.
11 kil mu PUW P-2 I
Fli U62-1-i
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141 CPMAEL
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- 1) 1 I I i
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R ftAlO 744ýF Ack C?-/ý T k
Rbnpcr.cfd X/Q CUMULATIVE FREQUENCY XOQ 1
2 Abv.
Lira.
- 0.
- 0.
9.120E-03
- 0.
- 0.
8.318E-03
- 0.
- 0.
7.586E-03
- 0.
- 0.
6.918E-03
- 0.
- 0.
6.310E-03
- 0.
- 0.
5.754E-03
- 13.
- 7.
5.248E-03 321.
171.
4.786E-03 917.
728.
4.365E-03 2778.
1953.
3.981E-03 4454.
3202.
3.631E-03 5857.
4546.
3.311E-03 7109.
5706.
3.020E-03 8684.
6889.
2.754E-03 9756.
7927.
2.512E-03 10678.
8912.
2.291E-03 11654.
9869.
2.089E-03 12691.
11471.
1 1.905E-03 13486.
12757.
1 1.738E-03 14227.
14163.
1 1.585E-03 15190.
15499.
1 1.445E-03 15890.
16924.
1 1.318E-03 22049.
21292.
1 1.202E-03 22663.
22082.
2 1.096E-03 22695.
22674.
2 1.000E-03 22708.
23122.
2 9.120E-04 22713.
23434.
2 8.318E-04 22713.
23815.
2 7.586E-04 22714.
24192.
2 6.918E-04 22714.
27330.
2 6.310E-04 22714.
27528.
2 5.754E-04 22714.
27801.
2 5.248E-04 22714.
27802.
3 4.786E-04 22714.
27802.
3 4.365E-04 22714.
27802.
3 3.981E-04 22714.
27802.
3 3.631E-04 22714.
27802.
3 3.311E-04 22714.
27802.
3 3.020E-04 22714.
27802.
3 2.754E-04 22714.
27802.
3 2.512E-04 22714.
27802.
3 2.291E-04 22714.
27802.
3 2.089E-04 22714.
27802.
3 1.905E-04 22714.
27802.
3 1.738E-04 22714.
27802.
3 1.585E-04 22714.
27802.
3 1.445E-04 22714.
27802.
3 1.318E-04 22714.
27802.
3 1.202E-04 22714.
27802.
3 1.096E-04 22714.
27802.
3 DISTRIBUTIONS 4
8
- 0.
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- 77.
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XOQ Abv.
Lim.
- 9. 120E-03 8.318E-03
- 7. 586E-03
- 6. 918E-03 6.310E-03 5.754E-03 5.248E-03 4.786E-03
- 4. 365E-03 3.981E-03 3.631E-03 3.311E-03 3.020E-03 2.754E-03 2.512E-03 2.291E-03 2.089E-03 1.905E-03 1.738E-03
- 1. 585E-03 1.445E-03
- 1. 318E-03 1.202E-03
- 1. 096E-03
- 1. OOOE-03
- 9. 120E-04
- 8. 318E-04
- 7. 586E-04
- 6. 918E-04
- 6. 310E-04 5.754E-04 5.248E-04
- 4. 786E-04
- 4. 365E-04
- 3. 981E-04
- 3. 631E-04
- 3. 311E-04 3.020E-04
- 2. 754E-04
- 2. 512E-04 2.291E-04 2.089E-04 1.905E-04 1.738E-04
- 1. 585E-04 1.445E-04 1.318E-04
- 1. 202E-04
- 1. 096E-04 12 24 96 168
- 0.
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Page 1
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71346.
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73823.
74789.
75316.
75642.
75858.
Rbnpcr.cfd
- 1. 00OE-04
- 6. 918E-05
- 6. 310E-05 5.754E-05 5.248E-05 4.786E-05 4.365E-05 3.981E-05
- 3. 631E-05 3.311E-05 3.020E-05 2.754E-05
- 1. 096E-05 1.000E-05 9.120E-06 8.318E-06 7. 586E-06 6.918E-06 6.310E-06 5.754E-06 5.248E-06 4.786E-06 4.365E-06 3. 981E-06 3.631E-06 3. 311E-06 3.020E-06 2.754E-06 2.512E-06 2.291E-06
- 2. 089E-06 1.905E-06 1.738E-06 1.585E-06 1.445E-06 1.318E-06 1.202E-06
- 1. 096E-06 1.000E-06 Belw.
Lim.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
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22714.
22714.
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22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
22714.
0.
27802.
27802.
27802.
27802.
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27802.
27802.
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27802.
27802.
27802.
27802.
27802.
27802.
27802.
27802.
27802.
27802.
27802.
27802.
27802.
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27802.
27802.
27802.
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27802.
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27802.
27802.
0.
Page 2 34957.
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34957.
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0.
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44762.
44762.
44762.
44762.
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44762.
44762.
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44762.
44762.
44762.
44762.
44762.
44762.
44762.
0.
- 1. OOOE-04
- 9. 120E-05
- 8. 318E-05
- 7. 586E-05
- 6. 918E-05 6.310E-05
- 5. 754E-05
- 5. 248E-05
- 4. 786E-05
- 4. 365E-05
- 3. 981E-05
- 3. 631E-05
- 3. 311E-05
- 3. 020E-05
- 2. 754E-05
- 2. 512E-05
- 2. 291E-05
- 2. 089E-05
- 1. 905E-05
- 1. 738E-05 1.585E-05 1.445E-05
- 1. 318E-05
- 1. 202E-05
- 1. 096E-05
- 1. OOOE-05
- 9. 120E-06
- 8. 318E-06
- 7. 586E-06
- 6. 918E-06
- 6. 310E-06
- 5. 754E-06 5.248E-06
- 4. 786E-06
- 4. 365E-06 3.981E-06
- 3. 631E-06
- 3. 311E-06
- 3. 020E-06
- 2. 754E-06
- 2. 512E-06
- 2. 291E-06
- 2. 089E-06
- 1. 905E-06
- 1. 738E-06
- 1. 585E-06 1.445E-06
- 1. 318E-06 1.202E-06
- 1. 096E-06 1.OOOE-06 Belw.
Lim.
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52041.
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0.
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0.
75947.
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0.
Rbnpcr.log Program
Title:
ARCON96.
Developed For:
U.S.
Nuclear Regulatory Commission Office of Nuclear Reactor Regulation Division of Reactor Program Management Date:
NRC Contacts:
June 25, 1997 J. Y.
Lee J. J.
Hayes L. A Brown 11:00 a.m.
Phone:
(301) 415 1080 e-mail: jyll@nrc.gov Phone:
(301) 415 3167 e-mail: jjh@nrc.gov Phone:
(301) 415 1232 e-mail: lab2@nrc.gov Code Developer: J.
V. Ramsdell Phone:
(509) 372 6316 e-mail: j-ramsdell@pnl.gov Code Documentation:
NUREG/CR-6331 Rev.
1 The program was prepared for an agency of the United States Government.
Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, expressed or implied, or assumes any legal liability or responsibilities for any third party's use, or the results of such
- use, of any portion of this program or represents that its use by such third party would not infringe privately owned rights.
Program Run 12/18/2001 at 19:02:54 ARCON INPUT Number of Meteorological Data Files Meteorological Data File Names C:\\lARCON96\\MET88.MET C:\\lARCON96\\MET92.MET Height of lower wind instrument (m)
Height of upper wind instrument (m)
Wind speeds entered as miles per hour Ground-level release Release height (m)
Building Area (m^2)
Effluent vertical velocity (m/s)
Vent or stack flow (m^3/s)
Vent or stack radius (m) 2 11.0 62.0 7.8 1817.0
.00
.00
.00 Direction.. intake to source (deg)
Wind direction sector width (deg)
Wind direction window (deg)
Distance to intake (m)
Intake height (M)
Terrain elevation difference (m) 313 90
=
268 -
358
=
33.9 7.8
.0
Output file names RBNPCR.LOG RBNPCR.CFD Minimum Wind Speed (mis)
=
.5 Surface roughness length (m)
=
.20 Sector averaging constant
=
4.3 Initial value of sigma y
.00 Initial value of sigma z
.00 Expanded output for code testing not selected Total number of hours of data processed =
78912 Hours of missing data
=
956 Hours direction in window
=
16489 Hours elevated plume wI dir.
in window
=
0 Hours of calm winds
=
6225 Hours direction not in window or calm
=
55242 DISTRIBUTION
SUMMARY
DATA BY AVERAGING INTERVAL AVER.
PER.
1 2
4 8
12 24 96 168 360 720 UPPER LIM.
1.00E-02 1.00E-02 1.OOE-02 1.OOE-02 1.OOE-02 1.OOE-02 1.OOE-02 1.00E-02 1.OOE-02 1.OOE-02 LOW LIM.
1.OOE-06 1.OOE-06 1.OOE-06 1.00E-06 1.OOE-06 1.OOE-06 1.OOE-06 1.OOE-06 1.OOE-06 1.OOE-06 ABOVE RANGE
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
IN RANGE 22714.
27802.
34957.
44762.
52041.
64158.
76816.
76966.
76387.
75947.
BELOW RANGE
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 65.
- 0.
- 0.
ZERO 55242.
50017.
42599.
32288.
25142.
12774.
375.
- 0.
- 0.
- 0.
TOTAL X/Qs 77956.
77819.
77556.
77050.
77183.
76932.
77191.
77031.
76387.
75947.
% NON ZERO 29.14 35.73 45.07 58.09 67.43 83.40 99.51 100.00 100.00 100.00 95th PERCENTILE X/Q VALUES 4.11E-03 3.80E-03 3.41E-03 3.04E-03 2.46E-03 1.79E-03 1.06E-03 9.32E-04 8.03E-04 7.27E-04 95% X/Q for standard averaging intervals 0 to 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 4.11E-03 2 to 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> 2.68E-03 8 to 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 1.16E-03 1 to 4 days 8.14E-04 4 to 30 days 6.76E-04 HOURLY VALUE RANGE MAX X/Q MIN X/Q CENTERLINE 6.15E-03 7.93E-04 SECTOR-AVERAGE 3.59E-03 4.62E-04 NORMAL PROGRAM COMPLETION
Rbnpcr.rsf 2
C:\\IARCON96\\MET88.MET C:\\IARCON96\\MET92.MET 11.00 62.00 2
1 7.80 1817.00 0.00 0.00 0.00 313 90 33.91 7.80 0.00 RBNPCR.LOG RBNPCR.CFD
.2 0.50 4.30 1
2 4
8 12 24 96 168 360 720 1
2 4
8 11 22 87 152 324 648 0.00 0.00 n
Page 1
Pscr.cfd X/Q CUMULATIVE FREQUENCY XOQ 1
2 Abv.
Lim.
- 0.
- 0.
9.120E-03
- 0.
- 0.
8.318E-03
- 0.
- 0.
7.586E-03
- 0.
- 0.
6.918E-03
- 0.
- 0.
6.310E-03
- 0.
- 0.
5.754E-03
- 0.
- 0.
5.248E-03
- 0.
- 0.
4.786E-03
- 0.
- 0.
4.365E-03
- 0.
- 0.
3.981E-03
- 0.
- 0.
3.631E-03
- 0.
- 0.
3.311E-03
- 0.
- 0.
3.020E-03
- 0.
- 0.
2.754E-03
- 0.
- 0.
2.512E-03
- 0.
- 0.
2.291E-03
- 0.
- 0.
2.089E-03
- 0.
- 0.
1.905E-03
- 0.
- 0.
1.738E-03
- 0.
- 0.
1.585E-03 348.
160.
1.445E-03 1429.
934.
1.318E-03 2243.
1840.
1.202E-03 4481.
3546.
1.096E-03 7097.
5518.
1.OOOE-03 9310.
7288.
9.120E-04 10771.
8764.
8.318E-04 11742.
9830.
7.586E-04 13037.
10926.
10 6.918E-04 13789.
11904.
11 6.310E-04 14272.
13134.
1:
5.754E-04 14753.
14000.
13 5.248E-04 15159.
15716.
15 4.786E-04 15427.
16693.
16 4.365E-04 15701.
17406.
17 3.981E-04 22074.
21948.
20 3.631E-04 22442.
22714.
21 3.311E-04 23031.
23254.
21 3.020E-04 23244.
23552.
24 2.754E-04 23394.
23951.
25 2.512E-04 23562.
24233.
26 2.291E-04 23705.
24424.
27 2.089E-04 23806.
27213.
29 1.905E-04 23863.
28400.
3 1.738E-04 23908.
28799.
30 1.585E-04 23948.
28878.
31 1.445E-04 23977.
28933.
31 1.318E-04 23992.
28964.
31 1.202E-04 24002.
28995.
31 1.096E-04 24006.
29010.
31 DISTRIBUTIONS 4
8
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 54.
475.
1185.
2392.
3849.
5476.
7037.
8568.
.0026.
-1360.
-2667.
-3859.
-5208.
-6251.
-7096.
!0050.
1033.
1719.
!4201.
5392.
ý6539.
7235.
ý9346.
0412.
0932.
1125.
1326.
ý1459.
ý1556.
1670.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 13.
153.
524.
1178.
2144.
3483.
4961.
6537.
8269.
9909.
11562.
13150.
14733.
16264.
17649.
20296.
22020.
23185.
24794.
25982.
27637.
28500.
29924.
30733.
31384.
32182.
34338.
35773.
36405.
36890.
XOQ Abv.
Lim.
- 6. 918E-03
- 6. 310E-03
- 5. 754E-03 5.248E-03
- 4. 786E-03
- 4. 365E-03 3.981E-03 3.631E-03 3.311E-03
- 3. 020E-03 2.754E-03 2.512E-03
- 2. 291E-03
- 2. 089E-03
- 1. 905E-03
- 1. 738E-03
- 1. 585E-03
- 1. 445E-03
- 1. 318E-03
- 1. 202E-03
- 1. 096E-03
- 1. OOOE-03
- 9. 120E-04
- 8. 318E-04
- 7. 586E-04
- 6. 918E-04
- 6. 310E-04 5.754E-04 5.248E-04
- 4. 786E-04 4.365E-04
- 3. 981E-04
- 3. 631E-04
- 3. 311E-04 3.020E-04 2.754E-04 2.512E-04 2.291E-04 2.089E-04 1.905E-04 1.738E-04 1.585E-04 1.445E-04 1.318E-04 1.202E-04 1.096E-04 12 24 96
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 10.
- 0.
- 0.
106.
- 0.
- 0.
376.
- 0.
- 0.
894.
- 0.
- 0.
1756.
- 4.
- 0.
3048.
114.
- 0.
4467.
426.
- 0.
6163.
1008.
- 0.
7843.
2033.
- 0.
9633.
3529.
- 23.
11429.
5238.
146.
13214.
7126.
385.
15013.
9085.
695.
16741.
11176.
1334.
18404.
13301.
2423.
21095.
15460.
4067.
22826.
17709.
6059.
24356.
20938.
8893.
25784.
23265.
12432.
27213.
25474.
16941.
28671.
27579.
21380.
29918.
29574.
26019.
31476.
31630.
30484.
32677.
33552.
34946.
33755.
35337.
39284.
35068.
37054.
42635.
36121.
38678.
46462.
37148.
40214.
49501.
Page 1 168
- 0.
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- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
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- 0.
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- 0.
- 0.
- 0.
- 0.
- 0.
- 1.
150.
382.
903.
1820.
3194.
5079.
8416.
13153.
18559.
23911.
29175.
34511.
39620.
43787.
47831.
51383.
360
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 79.
192.
901.
2131.
4431.
7982.
12971.
20130.
26815.
33475.
40464.
46215.
50790.
54500.
720
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
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- 0.
- 0.
- 0.
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- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 79.
453.
1643.
4564.
9042.
16740.
25926.
33535.
41545.
47583.
52457.
56160.
Pscr.cfd
- 1. OOOE-04
- 9. 120E-05
- 8. 318E-05
- 7. 586E-05
- 6. 918E-05
- 6. 310E-05
- 5. 754E-05
- 5. 248E-05 4.786E-05
- 4. 365E-05
- 3. 020E-05
- 2. 754E-05
- 2. 512E-05
- 2. 291E-05
- 2. 089E-05
- 1. 905E-05 1.738E-05 1.585E-05 1.445E-05 1.318E-05 1.202E-05 1.096E-05 1.000E-05 9.120E-06 8.318E-06 7.586E-06 6.918E-06 6.310E-06 5.754E-06 5.248E-06 4.786E-06
- 2. 512E-06 2.291E-06
- 2. 089E-06 1.905E-06 1.738E-06
- 1. 585E-06 1.445E-06 1.318E-06 1.202E-06
- 1. 096E-06
- 1. OOOE-06 Belw.
Lim.
24008.
24008.
24008.
24008.
24008.
24008.
24008.
24008.
24008.
24008.
24008.
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24008.
24008.
24008.
24008.
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24008.
24008.
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24008.
24008.
24008.
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24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 24008 0.
29016.
29024.
29028.
29031.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
29033.
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29033.
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29033.
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29033.
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29033.
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29033.
29033.
29033.
29033.
29033.
29033.
0.
35406.
35612.
35935.
35989.
36015.
36034.
36046.
36054.
36065.
36068.
36070.
36072.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
36073.
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36073.
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36073.
0.
39551.
40006.
40471.
40591.
40770.
40868.
40960.
42253.
44850.
45305.
45339.
45356.
45376.
45396.
45400.
45401.
45410.
45412.
45413.
45415.
45415.
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45415.
45415.
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45415.
45415.
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45415 45415.
45415.
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45415.
45415.
45415.
45415.
45415.
45415.
45415.
45415.
45415.
45415.
45415.
45415.
0.
- 1. OOOE-04
- 9. 120E-05
- 8. 318E-05 7.586E-05
- 6. 918E-05 6.310E-05
- 5. 754E-05
- 5. 248E-05 4.786E-05
- 4. 365E-05 3.981E-05
- 3. 631E-05
- 1. 905E-05 1.738E-05
- 1. 585E-05
- 1. 445E-05
- 1. 318E-05
- 1. 202E-05
- 1. 096E-05
- 1. OOOE-05
- 9. 120E-06
- 8. 318E-06
- 7. 586E-06
- 6. 918E-06
- 6. 310E-06
- 5. 754E-06
- 4. 365E-06
- 3. 981E-06
- 3. 631E-06 3.311E-06 3.020E-06 2.754E-06 2.512E-06 2.291E-06 2.089E-06 1.905E-06 1.738E-06 1.585E-06 1.445E-06 1.318E-06 1.202E-06
- 1. 096E-06 1.OOOE-06 Belw.
Lim.
38797.
39962.
40997.
41792.
43491.
44176.
45064.
46047.
46489.
46755.
47462.
47690.
50139.
50255.
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52288.
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52311.
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0.
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47566.
48593.
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51091.
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53326.
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55928.
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0.
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0.
Page 2
Pscr. log Program
Title:
ARCON96.
Developed For:
U.S.
Nuclear Regulatory Commission Office of Nuclear Reactor Regulation Division of Reactor Program Management Date:
June 25, 1997 11:00 a.m.
NRC Contacts:
J.
Y. Lee J.
J.
Hayes L. A Brown Phone: (301) 415 1080 e-mail: jyll@nrc.gov Phone:
(301) 415 3167 e-mail: jjh@nrc.gov Phone:
(301) 415 1232 e-mail: lab2@nrc.gov Code Developer: J.
V. Ramsdell Phone:
(509) 372 6316 e-mail: jramsdell@pnl.gov Code Documentation:
NUREG/CR-6331 Rev.
1 The program was prepared for an agency of the United States Government.
Neither the United States Government nor any agency thereof, nor any of their employees, makes any warranty, expressed or implied, or assumes any legal liability or responsibilities for any third party's use, or the results of such use, of any portion of this program or represents that its use by such third party would not infringe privately owned rights.
Program Run 12/18/2001 at 19:03:31
-******ARCON INPUT Number of Meteorological Data Files Meteorological Data File Names C:\\lARCON96\\MET88.MET C:\\lARCON96\\MET92.MET Height of lower wind instrument (m)
=
Height of upper wind instrument (m)
=
Wind speeds entered as miles per hour
=
2 11.0 62.0 Ground-level release Release height (m)
Building Area (m^2)
Effluent vertical velocity (mis)
Vent or stack flow (m^3/s)
Vent or stack radius (m)
Direction..
intake to source (deg)
Wind direction sector width (deg) wind direction window (deg)
Distance to intake (m)
Intake height (m)
Terrain elevation difference (m) 60.7
=
1817.0
.00
.00
=
.00 335 90
=
290 -
020 46.4 7.5
.0
Output file names PSCR.LOG PSCR.CFD Minimum Wind Speed (m/s)
Surface roughness length (m)
Sector averaging constant Initial value of sigma y Initial value of sigma z
=
.5
.20
=
4.3
.00
.00 Expanded output for code testing not selected Total Hours Hours Hours Hours Hours number of hours of data processed 78912 of missing data 955 direction in window 17295 elevated plume w/ dir.
in window
=
0 of calm winds
=
6713 direction not in window or calm
=
53949 DISTRIBUTION AVER.
PER.
UPPER LIM.
ABOVE RANGE IN RANGE BELOW RANGE ZERO TOTAL X/Qs
% NON ZERO
SUMMARY
DATA BY AVERAGING INTERVAL 1
1.OOE-02 1.OOE-06
- 0.
24008.
- 0.
53949.
77957.
30.80 2
- 1. OOE-02
- 1. OOE-06
- 0.
29033.
- 0.
48788.
77821.
37.31 4
1.OOE-02 1. OOE-06
- 0.
36073.
- 0.
41487.
77560.
46.51 8
1.OOE-02
- 1. OOE-06
- 0.
45415.
- 0.
31643.
77058.
58.94 95th PERCENTILE X/Q VALUES 1.23E-03 1.18E-03 1.09E-03 9.78E-04 7.90E-04 5.66E-04 3.35E-04 2.93E-04 2.58E-04 2.35E-04 95% X/Q for standard averaging intervals 0 to 2 to 8 to 1 to 4 to 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> 8 hours 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 4 days 30 days 1.23E-03
- 8. 93E-04
- 3. 60E-04
- 2. 58E-04 2.19E-04 CENTERLINE SECTOR-AVERAGE HOURLY VALUE RANGE MAX X/Q 1.63E-03 9.52E-04 NORMAL PROGRAM COMPLETION 12 1.OOE-02 1.OOE-06
- 0.
52322.
- 0.
24861.
77183.
67.79 24 1.OOE-02 1.OOE-06
- 0.
64145.
- 0.
12787.
76932.
83.38 96 1.OOE-02 1.OOE-06
- 0.
76724.
- 0.
467.
77191.
99.40 168 1.OOE-02 1.0CE-06
- 0.
77026.
- 0.
- 5.
77031.
99.99 360 1.OOE-02 1.OOE-06
- 0.
76387.
- 0.
- 0.
76387.
100.00 720 1.OOE-02 1.OOE-06
- 0.
75947.
- 0.
- 0.
75947.
100.00 MIN X/Q 1.01E-04 5.91E-05
Pscr.rsf 2
C:\\1ARCON96\\MET88.MET C:\\IARCON96\\MET92.MET 11.00 62.00 2
1 60.70 1817.00 0.00 0.00 0.00 335 90 46.41 7.50 0.00 PSCR.LOG PSCR.CFD
.2 0.50 4.30 1
2 1
2 0.00 4
8 12 24 96 168 360 720 4
8 11 22 87 152 324 648 0.00 Page 1 n
HBR_9YRS.INP 1
1111 H.B.
ROBINSON UNIT 2 1988-96 AVG.
MET.
GROUND-LEVEL RELEASE 11.0 METERS 9.3 -
60.8 METERS UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 7
0 2472.
63.9 10.0 11.0 0
0 0
7 68 216 1003 12 9
11 10 19 20 15 5
4 6
5 6
2 2
2 3
187 152 187 280 165 192 296 209 157 237 287 147 114 57 43 39 232 158 135 37 8
0 27 93 252 354 376 151 82 111 128 119 6
2 1
0 0
0 0
1 21 42 26 6
0 1
11 7
0 0
0 0
0 0
0 0
1 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 10 14 13 17 16 16 13 6
7 6
6 7
4 5
1 236 190 193 176 126 116 172 147 133 163 227 156 104 69 44 53 105 114 63 16 5
3 13 37 71 134 143 82 52 63 61 63 4
3 0
0 0
0 0
1 11 14 17 5
5 4
3 5
0 0
0 0
0 0
0 0
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 18 19 31 37 37 38 16 10 10 12 19 10 8
5 7
305 266 236 240 141 112 187 193 142 230 297 214 126 107 79 103 96 134 76 20 5
2 6
37 66 139 158 66 50 66 46 54 2
5 3
0 0
0 0
2 7
10 13 8
4 10 3
2 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 264 331 417 443 369 387 382 337 298 346 309 315 279 241 176 195 1615 2572 1806 1188 725 506 662 1243 1291 1374 1167 915 641 421 477 796 653 1387 365 91 36 20 82 198 452 424 350 239 153 178 187 363 36 62 6
1 2
0 1
21 61 54 35 10 14 16 8
22 0
1 0
0 0
0 0
0 2
0 0
0 1
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 445 502 420 329 267 229 283 768 1352 1296 849 613 483 424 405 509 648 554 353 169 86 60 129 730 1199 1189 730 555 311 262 586 951 54 43 10 6
9 5
15 85 241 163 130 99 19 46 67 219 0
3 0
0 0
0 3
5 28 17 1
2 3
2 0
5 0
1 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 332 175 179 109 68 66 I11 439 770 757 595 466 450 431 609 693 53 6
16 12 1
1 8
69 99 106 134 85 28 81 204 282 2
1 1
0 0
0 1
0 1
1 2
1 1
0 0
1 0
0 1
0 0
0 0
0 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
0 606 438 372 175 71 68 71 281 449 511 451 416 522 804 1075 1228 30 1
0 1
1 1
0 4
9 10 16 20 4
9 15 138 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 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 101.0.750 3.50 7.50 12.5 18.5 25.0 55.0 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.7242.
1.66 1.79 1.46 1.30 1.33 1.75 1.71 1.45 1.48 2.14 1.51 1.46 2.05 2.10 1.90 1.99 0.54 0.58 0.49 0.65 0.42 0.74 0.56 0.54 0.56 0.69 0.54 0.55 0.56 0.92 0.62 0.77 Page 1
HBR_9YRS.OUT Copyright (c) 1990 Ergo Computing, Inc.
for Lahey
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PRINTOUT OF INPUT CARDS 00010 01111 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 2
H.B.
ROBINSON UNIT 2 1988-96 AVG.
GROUND-LEVEL RELEASE 11.0 METERS 9.3 - 60.8 METERS UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 6
7 76711 0
0.500 2472.000 63.900 10.000 11.000 0.000 0.000 0.000 7.000 68.000216.000*******
12.000 9.000 11.000 10.000 19.000 20.000 15.000 5.000 4.000 6.000 5.000 6.000 2.000 2.000 2.000 3.000 187.000152.000187.000280.000165.000192.000296.000209.000157.000237.000287.000147.000114.000 57.000 43.000 39.000 232.000158.000135.000 37.000 8.000 0.000 27.000 93.000252.000354.000376.000151.000 82.000111.000128.000119.000 9
6.000 2.000 1.000 0.000 0.000 0.000 0.000 1.000 21.000 42.000 26.000 6.000 0.000 1.000 11.000 7.000 9
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 9
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 0.000 0.000 0.000 9
6.000 10.000 14.000 13.000 17.000 16.000 16.000 13.000 6.000 7.000 6,000 6.000 7.000 4.000 5.000 1.000 9
236.000190.000193.000176.000126.000116.000172.000147.000133.000163.000227.000156.000104.000 69.000 44.000 53.000 9
105.000114.000 63.000 16.000 5.000 3.000 13.000 37.000 71.000134.000143.000 82.000 52.000 63.000 61.000 63.000 9
4.000 3.000 0.000 0.000 0.000 0.000 0.000 1,000 11.000 14.000 17.000 5.000 5.000 4.000 3.000 5.000 9
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 0.000 0.000 0.000 9
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 0.000 0.000 0.000 9
17.000 18.000 19.000 31.000 37.000 37.000 38.000 16.000 10.000 10.000 12.000 19.000 10.000 8.000 5.000 7.000 9
305.000266.000236.000240.000141.000112.000187.000193.000142.000230.000297.000214.000126.000107.000 79.000103.000 9
96.000134.000 76.000 20.000 5.000 2.000 6.000 37.000 66.000139.000158.000 66.000 50.000 66.000 46.000 54.000 9
2.000 5.000 3.000 0.000 0.000 0.000 0.000 2.000 7.000 10.000 13-000 8.000 4.000 10.000 3.000 2.000 9
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9
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 0.000 0.000 0.000 9
264.000331.000417.000443.000369.000387.000382.000337.000298.000346.000309.000315.000279.000241.000176.000195.000 9
- 725.000506.000662.000***************************915.000641.000421.000477.000796.000 9
653.000*******365.000 91.000 36.000 20.000 82.000198.000452.000424.000350.000239.000153.000178.000187.000363.000 9
36.000 62.000 6.000 1.000 2.000 0.000 1.000 21.000 61.000 54.000 35.000 10.000 14.000 16.000 8.000 22.000 9
0.000 1.000 0,000 0.000 0.000 0.000 0.000 0.000 2.000 0.000 0.000 0.000 1.000 0.000 1.000 0.000 9
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 0.000 0.000 0.000 9
445.000502.000420.000329.000267.000229.000283.000768.000**************849.000613.000483 000424.000405.000509.000 9
648.000554.000353.000169.000 86.000 60.000129.000730.000**************730.000555.000311.000262.000586.000951.000 9
54.000 43.000 10.000 6.000 9.000 5.000 15.000 85.000241.000163.000130.000 99.000 19.000 46.000 67.000219.000 0.000 3.000 0.000 0.000 0.000 1.000 2.000 0.000 0.000 0.000 0.000 0.000 332.000175.000179.000109.000 53.000 6.000 16.000 12.000 2.000 1.000 1.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 606.000438.000372.
30.000 1.000
- 0.
1.000 0.000
- 0.
0.000 0.000
- 0.
0.000 0.000
- 0.
0.000 0.000 0.
12.500 425.
7242.
18.500 425.
7242.
0.000 0.000 0.000 68.000 1.000 0.000 0.000 0.000 0.000 0.000 3.000 5.000 28.000 17.000 1.000 2.000 3.000 2.000 0.000 5.000 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 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 66.000111.000439.000770.000757.000595.000466.000450.000431.000609.000693.000 1.000 8.000 69.000 99.000106.000134.000 85.000 28.000 81.000204.000282.000 0.000 1.000 0.000 1.000 1.000 2.000 1.000 1.000 0.000 0.000 1.000 0.000 0.000 0.000 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 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 0.000 0.000 0.000 000175.000 71.000 68.000 71.000281.000449.000511.000451.000416 000522.000804.000**************
000 1.000 1.000 1.000 0.000 4.000 9.000 10.000 16.000 20.000 4.000 9.000 15.000138.000 000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 000 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 10 25.000 55.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 425.
425.
425.
425.
425.
425.
425.
425.
425.
11 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
12 1.7 1.8 1.5 1.3 1.3 1.8 1.7 1.5 1.5 2.1 1.5 1.5 101.
0.750 425.
425.
425.
7242.
7242.
7242.
2.0 2.1 1.9 0.5 0.6 0.5 0.6 0.4 0.7 0.6 0.5 0.6 0.7 0.5 0.6 0.6 0.9 0.6 0.8 MET.
3 4
5 7
8 9
9 9
9 9
9 9
9 9
9 9
9 9
9 9
9 9
9 3.500 425.
7242.
2.0 12 7.500 425.
7242.
RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (MIS)
TOWER RELEASE N
NNE NE ENE E
ESE 0.34 0.33 0.000 0.000 0.000 0.000 0.000 0.000 1.56 1.53 0.016 0.012 0.014 0.013 0.025 0.026 3.35 3.27 0.244 0.198 0.244 0.365 0.215 0.250 5.59 5.46 0.302 0.206 0.176 0.048 0.010 0.000 8.27 8.08 0.008 0.003 0.001 0.000 0.000 0.000 11.18 10.91 0.000 0.000 0.000 0.000 0.000 0.000 24.59 24.01 0.000 0.000 0.000 0.000 0.000 0.000 TOTAL 0.57 0.42 0.44 0.43 0.25 0.28 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (MIS)
TOWER RELEASE N
NNE NE ENE E
ESE 0.34 0.33 0.000 0.000 0.000 0.000 0.000 0.000 1.56 1.53 0.008 0.013 0.018 0.017 0.022 0.021 3.35 3.27 0.308 0.248 0.252 0.229 0.164 0.151 5.59 5.46 0.137 0.149 0.082 0.021 0.007 0.004 8.27 8.08 0.005 0.004 0.000 0.000 0.000 0.000 11.18 10.91 0.000 0.000 0.000 0.000 0.000 0.000 24.59 24.01 0.000 0.000 0.000 0.000 0.000 0.000 TOTAL 0.46 0.41 0.35 0.27 0.19 0.18 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (MIS)
TOWER RELEASE N
NNE NE ENE E
ESE 0.34 0.33 0.000 0.000 0.000 0.000 0.000 0.000 1.56 1.53 0.022 0.023 0.025 0.040 0.048 0.048 3.35 3.27 0.398 0.347 0.308 0.313 0.184 0.146 5.59 5.46 0.125 0.175 0.099 0.026 0.007 0.003 8.27 8.08 0.003 0.007 0.004 0.000 0.000 0.000 11.18 10.91 0.000 0.000 0.000 0.000 0.000 0.000 24.59 24.01 0.000 0.000 0.000 0.000 0.000 0.000 TOTAL 0.55 0.55 0.44 0.38 0.24 0.20 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION WIND SPEED (MIS)
TOWER RELEASE N
NNE NE ENE E
ESE 0.34 0.33 0.000 0.001 0.001 0.001 0.001 0.001 1.56 1.53 0.344 0.431 0.544 0.577 0.481 0.504 3.35 3.27 2.105 3.353 2.354 1.549 0.945 0.660 5.59 5.46 0.851 1.808 0.476 0.119 0.047 0.026 8.27 8.08 0.047 0.081 0.008 0.001 0.003 0.000 11.18 10.91 0.000 0.001 0.000 0.000 0.000 0.000 24.59 24.01 0.000 0.000 0.000 0.000 0.000 0.000 TOTAL 3.35 5.68 3.38 2.25 1.48 1.19 ATMOSPHERIC STABILITY CLASS A SE 0.000 0.020 0.386 0.035 0.000 0.000 0.000 0.44 SSE 0.000 0.007 0.272 0.121 0.001 0.000 0.000 0.40 S
0.000 0.005 0.205 0.329 0.027 0.001 0.000 0.57 SSW 0.000 0.008 0.309 0.461 0.055 0.000 0.000 0.83 SW 0.000 0.007 0.374 0.490 0.034 0.001 0.000 0.91 WSW 0.000 0.008 0.192 0.197 0.008 0.000 0.000 0.40 W
0.000 0.003 0.149 0.107 0.000 0.000 0.000 0.26 WNW 0.000 0.003 0.074 0.145 0.001 0.000 0.000 0.22 NW 0.000 0.003 0.056 0.167 0.014 0.000 0.000 0.24 ATMOSPHERIC STABILITY CLASS B SE 0.000 0.021 0.224 0.017 0.000 0.000 0.000 0.26 SSE 0.000 0.017 0.192 0.048 0.001 0.000 0.000 0.26 S
0.000 0.008 0.173 0.093 0.014 0.000 0.000 0.29 SSW 0.000 0.009 0.212 0.175 0.018 0.000 0.000 0.41 SW 0.000 0.008 0.296 0.186 0.022 0.000 0.000 0.51 WSW 0.000 0.008 0.203 0.107 0.007 0.000 0.000 0.32 W
0.000 0.009 0.136 0.068 0.007 0.000 0.000 0.22 WNW 0.000 0.005 0.090 0.082 0.005 0.000 0.000 0.18 NW 0.000 0.007 0.057 0.080 0.004 0.000 0.000 0.15 ATMOSPHERIC STABILITY CLASS C SE 0.000 0.050 0.244 0.008 0.000 0.000 0.000 0.30 SSE 0.000 0.021 0.252 0.048 0.003 0.000 0.000 0.32 S
0.000 0.013 0.185 0.086 0.009 0.001 0.000 0.29 SSW 0.000 0.013 0.300 0.181 0.013 0.000 0.000 0.51 SW 0.000 0.016 0.387 0.206 0.017 0.000 0.000 0.63 WSW 0.000 0.025 0.279 0.086 0.010 0.000 0.000 0.40 W
0.000 0.013 0.164 0.065 0.005 0.000 0.000 0.25 WNW 0.000 0.010 0.139 0.086 0.013 0.000 0.000 0.25 NW 0.000 0.007 0.103 0.060 0.004 0.000 0.000 0.17 ATMOSPHERIC STABILITY CLASS D SE 0.001 0.498 0.863 0.107 0.001 0.000 0.000 1.47 SSE 0.001 0.439 1.620 0.258 0.027 0.000 0.000 2.35 S
0.001 0.388 1.683 0.589 0.080 0.003 0.000 2.74 SSW 0.001 0.451 1.791 0.553 0.070 0.000 0.000 2.87 SW 0.001 0.403 1.521 0.456 0.046 0.000 0.000 2.43 WSW 0.001 0.411 1.193 0.312 0.013 0.000 0.000 1.93 W
0.001 0.364 0.836 0.199 0.018 0.001 0.000 1.42 WNW 0.000 0.314 0.549 0.232 0.021 0.000 0.000 1.12 NW 0.000 0.229 0.622 0.244 0.010 0.001 0.000
- 1. 11 NNW TOTAL 0.000 0.009 0.254 6.634 1.038 22.681 0.473 6.750 0.029 0.455 0.000 0.007 0.000 0.000 1.79 36.54 NNW 0.000 0.004 0.051 0.155 0.009 0.000 0.000 0.22 TOTAL 0.000 0.171 3.584 2.950 0.162 0.003 0.000 6.87 NNW 0.000 0.001 0.069 0.082 0.007 0.000 0.000 0.16 TOTAL 0.000 0.192 3.005 1.336 0.094 0.000 0.000 4.63 NNW 0.000 0.009 0.134 0.070 0.003 0.000 0.000 0.22 TOTAL 0.000 0.383 3.882 1.331 0.090 0.001 0.000 5.69 RUN DATE: 12/12/97
JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)
TOWER 0.34 1.56 3.35 5.59 8.27
- 11. 18
- 24. 59 TOTAL RELEASE 0.32 1.49 3.20 5.33 7.89 10.66 23.44 N
0.004 0.580 0.845 0.070 0.000 0.000 0.000 1.50 NNE 0.005 0.654 0.722 0.056 0.004 0.001 0.000 1.44 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)
TOWER 0.34 1.56 3.35 5.59 8.27
- 11. 18
- 24. 59 TOTAL RELEASE 0.32 1.49 3.20 5.33 7.89 10.66 23.44 N
0.015 0.433 0.069 0.003 0.000 0.000 0.000 0.52 NNE 0.008 0.228 0.008 0.001 0.000 0.000 0.000 0.25 OF WIND SPEED AND DIRECTION NE 0.004 0.548 0.460 0.013 0.000 0.003 0.000 1.03 ENE 0.003 0.429 0.220 0.008 0.000 0.000 0.000 0.66 E
0.003 0.348 0.112 0.012 0.000 0.000 0.000 0.47 ESE 0.002 0.299 0.078 0.007 0.000 0.000 0.000 0.39 SE 0.003 0.369 0.168 0.020 0.004 0.000 0.000 0.56 OF WIND SPEED AND DIRECTION NE 0.008 0.233 0.021 0.001 0.001 0.000 0.000 0.26 ENE 0.005 0.142 0.016 0.000 0.000 0.000 0.000 0.16 E
0.003 0.089 0.001 0.000 0.000 0.000 0.000 0.09 ESE 0.003 0.086 0.001 0.000 0.000 0.000 0.000 0.09 SE 0.005 0.145 0.010 0.001 0.000 0.000 0.000 0.16 ATMOSPHERIC STABILITY CLASS E SSE 0.007 1.001 0.952 0.111 0.007 0.000 0.000 2.08 S
0.013 1.762 1.563 0.314 0.037 0.000 0.000 3.69 SSW 0.013 1.689 1.550 0.212 0.022 0.000 0.000 3.49 SW 0.008 1.107 0.952 0.169 0.001 0.000 0.000 2.24 WSW 0.006 0.799 0.723 0.129 0.003 0.000 0.000 1.66 ATMOSPHERIC STABILITY CLASS F SSE 0.020 0.572 0.090 0.000 0.000 0.000 0.000 0.68 S
0.035 1.004 0.129 0.001 0.001 0.000 0.000 1.17 SSW 0.034 0.987 0.138 0.001 0.000 0.000 0.000 1.16 SW 0.027 0.776 0.175 0.003 0.000 0.000 0.000 0.98 WSW 0.021 0.607 0.111 0.001 0.000 0.000 0.000 0.74 JOINT FREQUENCY DISTRIBUTION WIND SPEED (M/S)
TOWER 0.34 1.56 3.35 5.59 8.27
- 11. 18
- 24. 59 TOTAL RELEASE 0.32 1.49 3.20 5.33 7.89 10.66 23.44 N
0.105 0.790 0.039 0.001 0.000 0.000 0.000 0.94 NNE 0.076 0.571 0.001 0.000 0.000 0.000 0.000 0.65 OF WIND SPEED AND DIRECTION NE 0.065 0.485 0.000 0.000 0.000 0.000 0.000 0.55 ENE 0.030 0.228 0.001 0.000 0.000 0.000 0.000 0.26 E
0.012 0.093 0.001 0.000 0.000 0.000 0.000 0.11 ESE 0.012 0.089 0.001 0.000 0.000 0.000 0.000 0.10 SE 0.012 0.093 0.000 0.000 0.000 0.000 0.000 0.10 ATMOSPHERIC STABILITY CLASS G SSE S
SSW SW WSW 0.049 0.366 0.005 0.000 0.000 0.000 0.000 0.42 0.078 0.585 0.012 0.000 0.000 0.000 0.000 0.67 0.089 0.666 0.013 0.000 0.000 0.000 0.000 0.77 0.078 0.588 0.021 0.000 0.000 0.000 0.000 0.69 0.072 0.542 0.026 0.000 0.000 0.000 0.000 0.64 WIND MEASURED AT 11.0 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 7.9 9.4 6.4 4.4 2.8 2.4 3.3 SSE 6.5 S
WNW NW NNW 4.6 4.6 5.7 7.9 OVERALL WIND SPEED FREQUENCY AS MEASURED ON THE TOWER:
MAX.WIND SPEED (M/S):
WIND SPEED FREQUENCY:
0.335 1.565 3.353 5.588 8.270 11.176 24.587 1.69 37.31 46.13 13.96 0.89 0.01 0.00 BUILDING AND RELEASE CHARACTERISTICS:
RELEASE HEIGHT:
10.00 METERS MIXING VOLUME COEFFICIENT:
0.50 BUILDING CROSS-SECTIONAL AREA: 2472.00 SQUARE METERS BOUNDARY DISTANCES (METERS)
FROM THE SOURCE FOR EACH DOWNWIND SECTOR:
DOWNWIND SECTOR S
WNW NW NNW N
NNE NE ENE W
0.005 0.630 0.405 0.025 0.004 0.000 0.000 1.07 WNW 0.004 0.553 0.342 0.060 0.003 0.000 0.000 0.96 NW 0.004 0.528 0.764 0.087 0.000 0.000 0.000 1.38 NNW 0.005 0.664 1.240 0.285 0.007 0.000 0.000 2.20 TOTAL 0.089 11.959 11.096 1.579 0.090 0.004 0.000 24.82 W
0.020 0.587 0.037 0.001 0.000 0.000 0.000 0.64 WNW 0.019 0.562 0.106 0.000 0.000 0.000 0.000 0.69 NW 0.027 0.794 0.266 0.000 0.000 0.000 0.000 1.09 NNW 0.031 0.903 0.368 0.001 0.000 0.000 0.000 1.30 TOTAL 0.282 8.147 1.545 0.016 0.003 0.000 0.000 9.99 W
0.091 0.680 0.005 0.000 0.000 0.000 0.000 0.78 WNW 0.139 1.048 0.012 0.000 0.000 0.000 0.000 1.20 NW 0.186 1.401 0.020 0.000 0.000 0.000 0.000 1.61 NNW 0.213 1.601 0.180 0.000 0.000 0.000 0.000 1.99 TOTAL 1.308 9.826 0.338 0.001 0.000 0.000 0.000 11.47 E
BOUNDARY 1
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
BOUNDARY 2
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
THE CONVERSION FACTOR APPLIED TO THE WIND SPEED CLASSES IS 0.447
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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) 0.32 0.33 1.49 1.53 3.20 3.27 5.33 5.46 7.89 8.08 10.66 10.91 23.44 24.01 CUMULATIVE FREQUENCY (PERCENT) 1.68 1.69 31.62 39.00 51.98 85.13 86.73 99.09 99.19 99.99 99.99 100.00 100.00 100.00 WINDSPEED CUMULATIVE FREQUENCY (INTERPOLATED)
(METER/SEC)
(PERCENT) 0.32 1.69 1.50 39.00 3.25 85.13 5.44 99.09 8.06 99.99 10.84 100.00 23.44 100.00 LOG-NORMAL INTERPOLATION PERCENTILES WINDSPEED (METER/SEC) 0.27 0.39 0.48 0.65 0.79 0.94 1.08 1.22 1.37 1.52 1.64 1.77 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 RUN DATE: 12/12/97
55.00 60.00 65.00 70.00 75.00 80.00 85.00 90.00 1.90 2.05 2.21 2.40 2.62 2.89 3.30 3.57
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE:
GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=1236.SQ.METERS 92.7 86.5 92.7 86.5 92.7 86.5 92.7 86.5 43.3 65.0 43.3 65.0 43.3 65.0 43.3 65.0 28.0 49.4 28.0 49.4 28.0 49.4 28.0 49.4 16.2 69.6 16.2 69.6 16.2 51.0 16.2 36.9 16.2 34.8 A
A A
A B
B B
B C
C C
C D
D D
D D
E E
E E
F F
F F
G G
G G
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 0.3 1.5 3.2 5.3 0.3 1.5 3.2 5.3 0.20 3.09 3.84 0.10 0.10 3.91 1.74 0.07 0.28 5.05 1.59 0.03 0.01 4.37 26.73 10.81 0.60 0.05 7.36 10.72 0.89 0.19 5.49 0.88 0.03 1.33 10.03 0.50 0.02 86.5 86.5 86.5 86.5 65.0 65.0 65.0 65.0 49.4 49.4 49.4 49.4 34.8 34.8 34.8 34.8 34.8 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
24.7 11.5 24.7 11.5 24.7 11.5 24.7 11.5 17.1 7.2 17.1 7.2 17.1 7.2 17.1 7.2 11.8 4.6 11.8 4.6 11.8 4.6 11.8 4.6 74.2 74.2 46.4 27.9 68.3 68.3 37.8 19.8 70.7 70.7 32.9 14.3 2.599E-05 1.213E-05 7.278E-06 4.917E-06 7.398E-05 3.452E-05 2.071E-05 1.400E-05 1.505E-04 7.024E-05 4.215E-05 2.848E-05 8.649E-04
- 1. 853E-04 1.180E-04
- 9. 775E-05
- 7. 012E-05 1.170E-03
- 2. 506E-04 1.870E-04
- 1. 870E-04 2.018E-03
- 4. 324E-04
- 3. 647E-04
- 4. 169E-04
- 3. 094E-03
- 6. 630E-04 6.648E-04 9.177E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 1.018E-03 2.180E-04
- 1. 018E-04
- 6. 105E-05
- 4. 125E-05 1.470E-03 3.151E-04 1.470E-04
- 8. 822E-05 2.690E-03 5.765E-04
- 2. 690E-04 1.614E-04
- 6. 188E-03 1.326E-03 6.188E-04 3.713E-04 2.478E-05
- 1. 156E-05 6.937E-06
- 4. 687E-06
- 6. 491E-05 3.029E-05
- 1. 817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05
- 2. 217E-05
- 8. 649E-04
- 1. 853E-04
- 1. 018E-04 6.105E-05 4.125E-05 1.170E-03 2.506E-04 1.470E-04 8.822E-05
- 2. 018E-03 4.324E-04 2.690E-04 1.614E-04 3.094E-03 6.630E-04 6.188E-04
- 3. 713E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
S SECTOR BOUNDARY DISTANCE
=
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 3.713E-04 1.334 1.524 1.579 1.585 11.613 12.110 17.604 17.621 0.10511 0.12007 0.12437 0.12484 0.91482 0.95393 1.38672 1.38803 1.853E-04 1.614E-04 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 30.231 30.264 40.987 41.269 67.995 68.888 68.988 79.794 2.38137 2.38397 3.22870 3.25086 5.35617 5.42656 5.43438 6.28563 3.282E-05 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.228E-05 1.156E-05 6.937E-06 87.026 90.931 91.130 91.163 92.901 92.967 96.061 99.901 6.85530 7.16295 7.17859 7.18120 7.31808 7.32329 7.56706 7.86950 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 OR EXCEEDED.
2.690E-04 18.498 1.45712 5.470E-05 84.841 6.68323 4.687E-06 100.000 7.87732 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 1
-5.77827 -12.39839
-2.15240 2
-7.31872 -13.68245
-2.69650 3
-7.74620 -13.14578
-2.45272 4
-9.19296 -18.16503
-5.56716 5
-9.81370 NUMXQ(K)=
5 3.715E-03 0.079 1.806E-03 0.236 1.258E-03 0.394 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.000 3.000 5.000
- 2. 506E-04 25.862 2.03722
- 4. 125E-05 85.437 6.73015 K
1 1
1 1
i 0.914 1.385 5.352 6.679
7.463E-04 5.111E-04
- 3. 821E-04 3.060E-04
- 2. 539E-04
- 2. 158E-04 1.869E-04 1.641E-04 1.458E-04
- 1. 307E-04 1.181E-04
- 1. 074E-04 9.395E-05
- 7. 757E-05 6.468E-05 1.056E-03 ANNUAL AVERAGE
=
K=
1 FIVEXQ(K)= 1.056E-03 FIVEPR(K)= 6.347 0.788 1.182 1.575 1.969 2.363 2.757 3.151 3.545 3.939 4.333 4.726 5.120 5.514 5.908 6.302 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 0.5 2.86E-05 6.35
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE:
GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS A
A A
A B
B B
B C
C C
C D
D D
D D
D E
E E
E E
E F
F F
F G
G G
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 7.9 10.7 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.12 2.11 2.19 0.03 0.14 2.64 1.58 0.04 0.25 3.69 1.86 0.07 0.01 4.59 35.69 19.25 0.86 0.01 0.05 6.97 7.69 0.60 0.04 0.01 0.08 2.43 0.08 0.01 0.81 6.08 0.01 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 34.8 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 24.7 16.2 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 11.5 69.6 69.6 51.0 36.9 34.8 34.8 74.2 74.2 46.4 27.9 24.7 24.7 17.1 7.2 68.3 17.1 7.2 68.3 17.1 7.2 37.8 17.1 7.2 19.8 11.8 4.6 70.7 11.8 4.6 70.7 11.8 4.6 32.9
- CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS
- 2. 599E-05 1.213E-05 7.278E-06 4.917E-06
- 7. 398E-05 3.452E-05 2.071E-05 1.400E-05
- 1. 505E-04 7.024E-05
- 4. 215E-05
- 2. 848E-05
- 8. 649E-04
- 1. 853E-04
- 1. 180E-04
- 9. 775E-05
- 7. 012E-05
- 5. 189E-05
- 1. 170E-03
- 2. 506E-04 1.870E-04 1.870E-04 1.423E-04
- 1. 053E-04
- 2. 018E-03 4.324E-04 3.647E-04 4.169E-04 3.094E-03 6.630E-04
- 6. 648E-04
- 2. 478E-05 1.156E-05
- 6. 937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05
- 1. 172E-04 5.470E-05 3.282E-05
- 2. 217E-05
- 1. 018E-03
- 2. 180E-04
- 1. 018E-04
- 6. 105E-05
- 4. 125E-05
- 8. 822E-05
- 5. 961E-05
- 4. 411E-05 2.690E-03 5.765E-04 2.690E-04 1.614E-04 6.188E-03 1.326E-03 6.188E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 8.649E-04 1.853E-04 1.018E-04
- 6. 105E-05
- 4. 125E-05 3.053E-05
- 1. 170E-03 2.506E-04
- 1. 470E-04
- 8. 822E-05
- 5. 961E-05
- 4. 411E-05
- 2. 018E-03 4.324E-04
- 2. 690E-04
- 1. 614E-04
- 3. 094E-03
- 6. 630E-04
- 6. 188E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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. 094E-03 0.809 0.07597 1.614E-04 21.127 1.98473 4.125E-05 89.343 8.39320 2.018E-03 0.893 0.08386 1.470E-04 28.814 2.70692 3.282E-05 91.202 8.56788 1.170E-03 0.944 0.08871 1.172E-04 29.064 2.73038 3.053E-05 91.216 8.56918 8.649E-04 0.951 0.08930
- 1. 018E-04 64.754 6.08323 3.029E-05 93.853 8.81686 6.630E-04 7.028 0.66028 8.822E-05 65.351 6.13928 2.478E-05 93.978 8.82860 6.188E-04 7.042 0.66158 6.491E-05 65.490 6.15232 2.217E-05 94.047 8.83511 4.324E-04 9.471 0.88971 6.105E-05 84.736 7.96040 1.817E-05 95.629 8.98372 2.690E-04 9.554 0.89753 5.961E-05 84.778 7.96431 1.228E-05 95.671 8.98763 OR EXCEEDED.
2.506E-04 16.520 1.55193 5.470E-05 88.469 8.31107 1.156E-05 97.780 9.18578 4.687E-06 100.000 9.39435 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:
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)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
XQINT(K,I)
XQSLOP(K,I)
-12.83143
-2.22412
-12.31145
-2.01434
-14.83562
-3.64479
-16.34397
-4.71606 NUMXQ(K)=
5 1.853E-04 21.113 1.98342 4.411E-05 88.483 8.31237 6.937E-06 99.972 9.39175 K
2 2
2 2
2 I 1 2
3 4
5 XQSAVE(K,I)
-5.77827
-7.31872
-9.19296
-9.70379
-9.81370 0.659 6.079 7.957 8.307 RUN DATE: 12/12/97
- 2. 694E-03 1.264E-03
- 8. 642E-04
- 5. 118E-04 3.746E-04
- 2. 970E-04 2.463E-04
- 2. 103E-04 1.833E-04
- 1. 623E-04
- 1. 454E-04 1.315E-04
- 1. 198E-04
- 1. 099E-04 1.010E-04
- 8. 804E-05 7.728E-05
- 6. 828E-05
- 6. 057E-05
- 8. 238E-04 ANNUAL AVERAGE
=
K=
2 FIVEXQ(K)= 8.238E-04 FIVEPR(K)= 5.322 0.094 0.282 0.470 0.939 1.409 1.879 2.349 2.818 3.288 3.758 4.227 4.697 5.167 5.637 6.106 6.576 7.046 7.515 7.985 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 0.5
- 2. 66E-05 5.32
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 CLASS METER/SEC PERCENT AT 10.0 METERS DISTANCE TERRAIN HT EFF PLUME HT METERS METERS METERS SIGMA-Y METERS SIGMA-Z MEANDER-SY METERS METERS CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 92.7 86.5 92.7 86.5 92.7 86.5 92.7 86.5 43.3 65.0 43.3 65.0 43.3 65.0 28.0 49.4 28.0 49.4 28.0 49.4 28.0 49.4 16.2 69.6 16.2 69.6 16.2 51.0 16.2 36.9 16.2 34.8 11.5 74.2 11.5 74.2 11.5 46.4 11.5 27.9 11.5 24.7 7.2 68.3 7.2 68.3 7.2 37.8 7.2 19.8 7.2 17.1 G
0.3 1.00 425.
G 1.5 7.52 425.
- 0.
- 0.
11.8 4.6 70.7
- 0.
- 0.
11.8 4.6 70.7 3.094E-03 6.188E-03 3.094E-03 6.630E-04 1.326E-03 6.630E-04 86.5 86.5 86.5 86.5 A
A A
A B
B B
C C
C C
D D
D D
D E
E E
E E
F F
F F
F 1.5 3.3 5.5 8.1 1.5 3.3 5.5 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 10.7 0.3 1.5 3.2 5.3 7.9 0.22 3.78 2.73 0.02 0.28 3.90 1.27 0.38 4.77 1.54 0.06 0.01 8.43 36.52 7.38 0.12 0.06 8.49 7.14 0.20 0.04 0.13 3.62 0.32 0.02 0.02 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
65.0 65.0 65.0 49.4 49.4 49.4 49.4 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 17.1 17.1 17.1 17.1 17.1 2.599E-05 1.213E-05
- 7. 278E-06 4.917E-06 7.398E-05 3.452E-05 2.071E-05
- 1. 505E-04 7.024E-05 4.215E-05 2.848E-05 8.649E-04
- 1. 853E-04 1.180E-04 9.775E-05
- 7. 012E-05 1.170E-03 2.506E-04 1.870E-04 1.870E-04 1.053E-04 2.018E-03
- 4. 324E-04
- 3. 647E-04
- 4. 169E-04
- 3. 272E-04 2.478E-05 1.156E-05
- 6. 937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.172E-04 5.470E-05 3.282E-05
- 2. 217E-05 1.018E-03 2.180E-04 1.018E-04 6.105E-05 4.125E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05 4.411E-05 2.690E-03 5.765E-04
- 2. 690E-04 1.614E-04
- 1. 091E-04 2.478E-05 1.156E-05
- 6. 937E-06 4.687E-06 6.491E-05
- 3. 029E-05
- 1. 817E-05
- 1. 172E-04 5.470E-05 3.282E-05 2.217E-05 8.649E-04 1.853E-04
- 1. 018E-04 6.105E-05
- 4. 125E-05 1.170E-03 2.506E-04 1.470E-04 8.822E-05
- 4. 411E-05 2.018E-03 4.324E-04
- 2. 690E-04 1.614E-04 1.091E-04 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 4.324E-04 2.690E-04 2.506E-04 1.001 1.126 1.189 1.201 8.723 12.342 12.666 21.159 0.06453 0.07259 0.07665 0.07740 0.56233 0.79568 0.81653 1.36404 1.470E-04 1.172E-04 1.091E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.470E-05 36.749 37.133 37.153 73.672 73.875 74.158 81.538 86.310 2.36911 2.39388 2.39519 4.74948 4.76251 4.78076 5.25658 5.56422 3.282E-05 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.156E-05 6.937E-06 4.687E-06 88.009 91.912 92.134 92.195 93.469 97.250 99.980 100.000 5.67373 5.92532 5.93966 5.94357 6.02570 6.26947 6.44545 6.44676 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 OR EXCEEDED.
1.853E-04 29.591 1.90764 4.411E-05 86.351 5.56683 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
K I
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 3 1
-5.77827 -13.03711
-2.25546 3
2
-7.31872
-12.81005
-2.16591 3
3
-9.19296
-22.61616
-8.03779 3
4
-9.81370
-39.80576 -18.82995 3
5
-10.40468 NUMXQ(K)=
5 3.096E-03 0.064 1.472E-03 0.193 1.016E-03 0.322 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.000 3.000 5.000 1.614E-04 29.611 1.90895
- 4. 125E-05 86.472 5.57465 0.562 4.746 5.560 5.921
5.972E-04 4.337E-04 3.421E-04
- 2. 828E-04 2.409E-04 2.097E-04 1.854E-04 1.660E-04
- 1. 500E-04
- 1. 367E-04
- 1. 254E-04 1.157E-04 1.073E-04 9.497E-05 7.385E-05 5.813E-05 3.694E-05 7.271E-04 ANNUAL AVERAGE
=
K=
3 FIVEXQ(K)= 7.271E-04 FIVEPR(K)= 7.756 0.645 0.967 1.289 1.612 1.934 2.256 2.579 2.901 3.223 3.546 3.868 4.190 4.513 4.835 5.157 5.480 5.802 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 0.5 1.78E-05 7.76
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 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=1236.SQ.METERS 86.5 92.7 86.5 2.599E-05 86.5 92.7 86.5 1.213E-05 86.5 92.7 86.5 7.278E-06 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 34.8 34.8 34.8 34.8 34.8 16.2 16.2 16.2 16.2 16.2 69.6 69.6 51.0 36.9 34.8 A
A A
B B
B C
C C
D D
D D
D E
E E
E F
F F
G G
G 1.5 3.3 5.5 1.5 3.3 5.5 1.5 3.3 5.5 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.3 1.5 3.2 0.30 8.29 1.10 0.38 5.21 0.47 0.92 7.11 0.59 0.02 13.12 35.18 2.69 0.03 0.07 9.74 5.00 0.18 0.11 3.23 0.36 0.69 5.18 0.03 7.398E-05 3.452E-05 2.071E-05
- 1. 505E-04 7.024E-05 4.215E-05 8.649E-04
- 1. 853E-04
- 1. 180E-04 9.775E-05 7.012E-05 1.170E-03 2.506E-04 1.870E-04 1.870E-04 2.018E-03 4.324E-04 3.647E-04 3.094E-03
- 6. 630E-04
- 6. 648E-04 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
24.7 11.5 74.2 24.7 11.5 74.2 24.7 11.5 46.4 24.7 11.5 27.9 17.1 7.2 68.3 17.1 7.2 68.3 17.1 7.2 37.8 11.8 11.8 11.8 4.6 70.7 4.6 70.7 4.6 32.9 2.478E-05 1.156E-05 6.937E-06 6.491E-05 3.029E-05 1.817E-05 1.172E-04 5.470E-05 3.282E-05 1.018E-03
- 2. 180E-04 1.018E-04 6.105E-05 4.125E-05 1.470E-03 3.151E-04 1.470E-04
- 8. 822E-05 2.690E-03 5.765E-04 2.690E-04
- 6. 188E-03
- 1. 326E-03
- 6. 188E-04 2.478E-05 1.156E-05
- 6. 937E-06 6.491E-05 3.029E-05 1.817E-05 1.172E-04 5.470E-05 3.282E-05
- 8. 649E-04 1.853E-04
- 1. 018E-04 6.105E-05
- 4. 125E-05 1.170E-03 2.506E-04 1.470E-04 8.822E-05
- 2. 018E-03 4.324E-04 2.690E-04 3.094E-03 6.630E-04
- 6. 188E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 0.690 0.801 0.873 0.891 6.073 6.103 9.330 9.686 0.03035 0.03527 0.03844 0.03924 0.26737 0.26867 0.41076 0.42641 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.10SE-05 5.470E-05 4.125E-05 37.550 38.468 73.646 73.824 74.209 76.903 84.010 84.040 1.65309 1.69350 3.24217 3.24999 3.26694 3.38556 3.69843 3.69973 2.478E-05 1.817E-05 1.156E-05 6.937E-06 90.139 90.613 98.904 100.000 3.96827 3.98913 4.35413 4.40237 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 OR EXCEEDED.
2.506E-04 19.428 0.85529 3.282E-05 84.632 3.72580 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 1
-5.77827 -13.56220
-2.27028 2
-8.59338 -12.43169
-1.75375 3
-9.19296 -28.44573 -10.42522 4
-9.81370 NUMXQ(K)=
4 2.453E-03 0.044 1.188E-03 0.132 8.283E-04 0.220 4.934E-04 0.440 3.579E-04 0.660 2.824E-04 0.880 1.000 3.000 5.000 10.000 15.000 20.000 1.853E-04 32.546 1.43278 3.029E-05 89.843 3.95523 K
4 4
4 4
1.431 3.239 3.695
2.336E-04 1.992E-04 1.762E-04 1.604E-04 1.474E-04 1.365E-04 1.272E-04 1.191E-04 1.121E-04 1.059E-04 9.346E-05 6.900E-05 4.468E-04 ANNUAL AVERAGE =
K=
4 FIVEXQ(K)= 4.468E-04 FIVEPR(K)=11.358 1.101 1.321 1.541 1.761 1.981 2.201 2.421 2.641 2.862 3.082 3.302 3.522 0.5 25.000
- 30. 000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 11.36 9.74E-06
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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
- CHI/Q VALUES (SEC/CUBIC METER)
CLASS METER/SEC PERCENT METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED AT 10.0 METERS CA=1236.SQ.METERS A
1.5 0.87 425.
- 0.
- 0.
86.5 92.7 86.5 2.599E-05 2.478E-05 2.478E-05 A
3.3 7.60 425.
- 0.
- 0.
86.5 92.7 86.5 1.213E-05 1.156E-05 1.156E-05 A
5.5 0.37 425.
- 0.
- 0.
86.5 92.7 86.5 7.278E-06 6.937E-06 6.937E-06 B
1.5 0.78 425.
- 0.
- 0.
65.0 43.3 65.0 7.398E-05 6.491E-05 6.491E-05 B
3.3 5.80 425.
- 0.
- 0.
65.0 43.3 65.0 3.452E-05 3.029E-05 3.029E-05 B
5.5 0.23 425.
- 0.
- 0.
65.0 43.3 65.0 2.071E-05 1.817E-05 1.817E-05 C
1.5 1.70 425.
- 0.
- 0.
49.4 28.0 49.4 1.505E-04 1.172E-04 1.172E-04 C
3.3 6.49 425.
- 0.
- 0.
49.4 28.0 49.4 7.024E-05 5.470E-05 5.470E-05 C
5.5 0.23 425.
- 0.
- 0.
49.4 28.0 49.4 4.215E-05 3.282E-05 3.282E-05 D
0.3 0.02 425.
- 0.
- 0.
34.8 16.2 69.6 8.649E-04 1.018E-03 8.649E-04 D
1.5 16.99 425.
- 0.
- 0.
34.8 16.2 69.6 1.853E-04 2.180E-04 1.853E-04 D
3.3 33.38 425.
- 0.
- 0.
34.8 16.2 51.0 1.180E-04 1.018E-04 1.018E-04 D
5.5 1.66 425.
- 0.
- 0.
34.8 16.2 36.9 9.775E-05 6.105E-05 6.105E-05 D
8.1 0.09 425.
- 0.
- 0.
34.8 16.2 34.8 7.012E-05 4.125E-05 4.125E-05 E
0.3 0.09 425.
- 0.
- 0.
24.7 11.5 74.2 1.170E-03 1.470E-03 1.170E-03 E
1.5 12.29 425.
- 0.
- 0.
24.7 11.5 74.2 2.506E-04 3.151E-04 2.506E-04 E
3.2 3.96 425.
- 0.
- 0.
24.7 11.5 46.4 1.870E-04 1.470E-04 1.470E-04 E
5.3 0.41 425.
- 0.
- 0.
24.7 11.5 27.9 1.870E-04 8.822E-05 8.822E-05 F
0.3 0.11 425.
- 0.
- 0.
17.1 7.2 68.3 2.018E-03 2.690E-03 2.018E-03 F
1.5 3.13 425.
- 0.
- 0.
17.1 7.2 68.3 4.324E-04 5.765E-04 4.324E-04 F
3.2 0.05 425.
- 0.
- 0.
17.1 7.2 37.8 3.647E-04 2.690E-04 2.690E-04 G
0.3 0.43 425.
- 0.
- 0.
11.8 4.6 70.7 3.094E-03 6.188E-03 3.094E-03 G
1.5 3.27 425.
- 0.
- 0.
11.8 4.6 70.7 6.630E-04 1.326E-03 6.630E-04 G
3.2 0.05 425.
- 0.
- 0.
11.8 4.6 32.9 6.648E-04 6.188E-04 6.188E-04 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
W SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 0.435 0.543 0.634 0.658 3.926 3.972 7.102 7.148 0.01232 0.01538 0.01796 0.01862 0.11118 0.11248 0.20112 0.20243 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.470E-05 4.125E-05 40.385 42.089 75.464 75.878 76.661 78.318 84.809 84.901 1.14362 1.19186 2.13696 2.14869 2.17085 2.21778 2.40159 2.40420 2.478E-05 1.817E-05 1.156E-05 6.937E-06 91.806 92.036 99.632 100.000 2.59974 2.60625 2.82135 2.83178 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 OR EXCEEDED.
2.506E-04 19.440 0.55049 3.282E-05 85.131 2.41072 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
K I
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 5 1
-5.77827 -13.41720
-2.08361 5
2
-8.59338 -13.40593
-2.07874 5
3
-9.19296 -34.77966
-12.62489 5
4
-9.81370 NUMXQ(K)=
4 1.961E-03 0.028 1.031E-03 0.085 7.495E-04 0.142 4.752E-04 0.283 3.588E-04 0.425 2.917E-04 0.566 1.000 3.000 5.000 10.000 15.000 20.000 1.853E-04 36.426 1.03151 3.029E-05 90.931 2.57497 1.030 2.135 2.399
2.473E-04 2.154E-04 1.912E-04 1.722E-04 1.567E-04 1.439E-04 1.330E-04 1.237E-04
- 1. 156E-04
- 1. 086E-04
- 1. 023E-04 7.471E-05 3.193E-04 ANNUAL AVERAGE
=
K=
5 FIVEXQ(K)= 3.193E-04 FIVEPR(K)=17.657 0.708 0.850 0.991 1.133 1.274 1.416 1.557 1.699 1.841 1.982 2.124 2.265 0.5 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 80.000 17.66
- 6. 01E-06
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 METERS METERS METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS
- CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 1.5 1.08 3.3 10.35 1.5 3.3 5.5 1.5 3.3 5.5 0.3 1.5 3.3 5.5 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.3 1.5 3.2 0.86 6.25 0.16 2.00 6.04 0.11 0.03 20.87 27.28 1.08 0.09 12.35 3.24 0.27 0.12 3.56 0.05 0.49 3.67 0.05 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
86.5 92.7 86.5 2.599E-05 2.478E-05 2.478E-05 86.5 92.7 86.5 1.213E-05 1.156E-05 1.156E-05 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 49.4 49.4 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 17.1 17.1 17.1 11.8 11.8 11.8 28.0 49.4 28.0 49.4 28.0 49.4 16.2 69.6 16.2 69.6 16.2 51.0 16.2 36.9 11.5 74.2 11.5 74.2 11.5 46.4 11.5 27.9 7.2 68.3 7.2 68.3 7.2 37.8 4.6 70.7 4.6 70.7 4.6 32.9 7.398E-05 3.452E-05 2.071E-05 1.505E-04
- 7. 024E-05 4.215E-05
- 8. 649E-04 1.853E-04 1.180E-04 9.775E-05 1.170E-03
- 2. 506E-04 1.870E-04 1.870E-04 2.018E-03 4.324E-04 3.647E-04 3.094E-03 6.630E-04
- 6. 648E-04
- 6. 491E-05
- 3. 029E-05 1.817E-05 1.172E-04
- 5. 470E-05 3.282E-05
- 1. 018E-03
- 2. 180E-04 1.018E-04 6.105E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05
- 2. 690E-03 5.765E-04 2.690E-04 6.188E-03 1.326E-03 6.188E-04 6.491E-05 3.029E-05 1.817E-05 1.172E-04 5.470E-05 3.282E-05 8.649E-04 1.853E-04 1.018E-04 6.105E-05 1.170E-03 2.506E-04 1.470E-04 8.822E-05
- 2. 018E-03 4.324E-04
- 2. 690E-04 3.094E-03 6.630E-04 6.188E-04 A
A B
B B
C C
C D
D D
D E
E E
E F
F F
G G
G
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 0.488 0.611 0.702 0.731 4.398 4.452 8.010 8.064 0.01179 0.01477 0.01698 0.01768 0.10632 0.10762 0.19366 0.19496 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.470E-05 3.282E-05 44.515 46.510 73.794 74.064 74.927 76.005 82.044 82.152 1.07619 1.12443 1.78404 1.79056 1.81142 1.83749 1.98349 1.98610 1.817E-05 1.156E-05 89.647 100.000 2.16730 2.41759 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 HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
OR EXCEEDED.
2.506E-04 20.412 0.49349 3.029E-05 88.407 2.13732 1.853E-04 41.280 0.99798 2.478E-05 89.485 2.16339 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)=
0.997 1.782 1.981 I
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 1
-5.77827
-13.44810
-2.08577 2
-8.59338
-14.75321
-2.64649 3
-9.19296 -39.25794 -14.30993 4
-9.81370 NUMXQ(K)=
4 2.093E-03 0.024 1.108E-03 0.073 8.085E-04 0.121 5.157E-04 0.242 3.909E-04 0.363 3.189E-04 0.484 K
6 6
6 6
1.000 3.000 5.000 10.000 15.000 20.000
2.711E-04
- 2. 367E-04 2.106E-04 1.899E-04 1.700E-04 1.529E-04 1.386E-04 1.267E-04 1.165E-04 1.077E-04 9.260E-05 6.347E-05 3.113E-04 ANNUAL AVERAGE
=
K=
6 FIVEXQ(K)= 3.113E-04 FIVEPR(K)=20.682 0.604 0.725 0.846 0.967 1.088 1.209 1.330 1.451 1.571 1.692 1.813 1.934 0.5 25.000 30.000 35.000 40.000 45.000
- 50. 000 55.000
- 60. 000 65.000 70.000 75.000 80.000 20.68 7.17E-06
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS:
9.3 60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS A
A A
B B
B C
C C
D D
D D
D E
E E
E E
F F
F F
1.5 3.3 5.5 1.5 3.3 5.5 1.5 3.3 5.5 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.59 11.68 1.07 0.63 6.79 0.51 1.50 7.38 0.24 0.02 15.08 26.13 3.24 0.04 0.08 11.17 5.09 0.59 0.12 0.15 4.38 0.32 0.04 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
G 0.3 0.37 425.
G 1.5 2.80 425.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 69.6 69.6 51.0 36.9 34.8 74.2 74.2 46.4 27.9 24.7 17.1 7.2 68.3 17.1 7.2 68.3 17.1 7.2 37.8 17.1 7.2 19.8
- 0.
11.8 4.6 70.7
- 0.
11.8 4.6 70.7 CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.599E-05 1.213E-05 7.278E-06 7.398E-05 3.452E-05
- 2. 071E-05 1.50SE-04 7.024E-05 4.215E-05
- 8. 649E-04 1.853E-04 1.180E-04 9.775E-05 7.012E-05 1.170E-03 2.506E-04 1.870E-04 1.870E-04 1.423E-04 2.018E-03 4.324E-04 3.647E-04 4.169E-04 2.478E-05 1.156E-05
- 6. 937E-06 6.491E-05 3.029E-05
- 1. 817E-05
- 1. 172E-04 5.470E-05 3.282E-05 1.018E-03 2.180E-04 1.018E-04 6.105E-05 4.125E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05 5.961E-05 2.690E-03 5.765E-04
- 2. 690E-04
- 1. 614E-04 2.478E-05 1.156E-05 6.937E-06 6.491E-05 3.029E-05 1.817E-05 1.172E-04 5.470E-05 3.282E-05
- 8. 649E-04
- 1. 853E-04
- 1. 018E-04 6.10SE-05 4.125E-05 1.170E-03
- 2. 506E-04 1.470E-04
- 8. 822E-05
- 5. 961E-05 2.018E-03 4.324E-04 2.690E-04 1.614E-04 3.094E-03 6.188E-03 3.094E-03 6.630E-04 1.326E-03 6.630E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 4.324E-04 2.690E-04 2.506E-04 0.373 0.524 0.607 0.628 3.430 7.810 8.126 19.295 0.01232 0.01732 0.02005 0.02074 0.11329 0.25799 0.26842 0.63734 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.961E-05 5.470E-05 39.501 41.000 67.126 67.718 68.349 71.585 71.704 79.084 1.30478 1.35431 2.21729 2.23685 2.25770 2.36460 2.36851 2.61228 3.029E-05 2.478E-05 1.817E-05 1.156E-05 6.937E-06 86.148 86.740 87.253 98.934 100.000 2.84562 2.86518 2.88212 3.26799 3.30318 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 OR EXCEEDED.
1.853E-04 34.370 1.13531 4.125E-05 79.123 2.61358 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 1
-5.77827 -13.21713
-2.02904 2
-8.59338 -13.70035
-2.24109 3
-9.19296 -27.10197
-8.90444 4
-9.81370 NUMXQ(K)=
4 1.824E-03 0.033 9.674E-04 0.099 7.066E-04 0.165 4.504E-04 0.330 3.411E-04 0.495 2.779E-04 0.661 1.000 3.000 5.000 10.000 15.000 20.000 1.614E-04 34.410 1.13661
- 3. 282E-05 79.360 2.62141 K
7 7
7 7
1.134 2.215 2.610
- 2. 359E-04
- 2. 057E-04 1.825E-04 1.626E-04 1.466E-04 1.334E-04 1.224E-04 1.130E-04 1.049E-04 8.695E-05 6.698E-05 3.389E-04 ANNUAL AVERAGE
=
K=
7 FIVEXQ(K)= 3.389E-04 FIVEPR(K)=15.137 0.826 0.991 1.156 1.321 1.486 1.652 1.817 1.982 2.147 2.312 2.477 25.000 30.000 35.000 40.000 45.000 50.000 55.000 60.000 65.000 70.000 75.000 0.5 8.60E-06 15.14
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 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=1236.SQ.METERS 86.5 86.5 86.5 86.5 92.7 86.5 92.7 86.5 92.7 86.5 92.7 86.5 65.0 43.3 65.0 43.3 65.0 43.3 65.0 43.3 49.4 49.4 49.4 49.4 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 28.0 28.0 28.0 28.0 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 65.0 65.0 65.0 65.0 49.4 49.4 49.4 49.4 69.6 69.6 51.0 36.9 34.8 74.2 74.2 46.4 27.9 24.7 A
A A
A B
B B
B C
C C
C D
D D
D D
E E
E E
E F
F F
G G
G 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 0.3 1.5 3.2 0.10 4.19 1.86 0.02 0.26 2.94 0.74 0.02 0.32 3.87 0.74 0.04 0.01 6.75 24.90 3.97 0.42 0.11 15.38 14.62 1.70 0.10 0.30 8.79 1.38 0.75 5.63 0.08 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
17.1 7.2 68.3 17.1 7.2 68.3 17.1 7.2 37.8 11.8 4.6 70.7 11.8 4.6 70.7 11.8 4.6 32.9 2.599E-05 1.213E-05 7.278E-06 4.917E-06 7.398E-05 3.452E-05 2.071E-05 1.400E-05 1.505E-04 7.024E-05 4.215E-05 2.848E-05 8.649E-04 1.853E-04 1.180E-04 9.775E-05 7.012E-05 1.170E-03 2.506E-04 1.870E-04 1.870E-04 1.423E-04
- 2. 018E-03 4.324E-04
- 3. 647E-04
- 3. 094E-03 6.630E-04 6.648E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 1.018E-03
- 2. 180E-04 1.018E-04 6.105E-05 4.125E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05 5.961E-05 2.690E-03
- 5. 765E-04
- 2. 690E-04
- 6. 188E-03 1.326E-03 6.188E-04 2.478E-05
- 1. 156E-05
- 6. 937E-06 4.687E-06
- 6. 491E-05 3.029E-05
- 1. 817E-05 1.228E-05
- 1. 172E-04 5.470E-05 3.282E-05 2.217E-05
- 8. 649E-04 1.853E-04 1.018E-04 6.105E-05 4.125E-05 1.170E-03 2.506E-04 1.470E-04
- 8. 822E-05
- 5. 961E-05 2.018E-03 4.324E-04 2.690E-04 3.094E-03 6.630E-04 6.188E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 0.749 1.053 1.167 1.176 6.804 6.884 15.677 17.059 0.04874 0.06852 0.07594 0.07654 0.44285 0.44807 1.02035 1.11029 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.961E-05 5.470E-05 53.813 54.133 79.029 80.732 80.992 84.958 85.058 88.924 3.50239 3.52325 5.14361 5.25442 5.27137 5.52948 5.53599 5.78759 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.228E-05 1.156E-05 6.937E-06 4.687E-06 93.030 93.130 93.170 93.911 93.931 98.117 99.980 100.000 6.05483 6.06134 6.06395 6.11218 6.11349 6.38594 6.50717 6.50848 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 OR EXCEEDED.
2.506E-04 32.442 2.11145 4.125E-05 89.344 5.81496 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 1
-5.77827 -12.32393
-1.98478 2
-8.29147 -12.86746
-2.25231 3
-9.19296 -26.57817 -10.65637 4
-9.81370 -50.80744 -26.05774 5
-10.40468 NUMXQ(K)=
5 2.629E-03 0.065 1.366E-03 0.195 9.853E-04 0.325 6.148E-04 0.651 1.000 3.000 5.000 10.000 1.853E-04 39.191 2.55077
- 3. 282E-05 90.086 5.86320 K
8 8
8 8
8 2.109 5.140 5.784 6.051
4.583E-04
- 3. 687E-04
- 3. 096E-04
- 2. 673E-04 2.333E-04 2.053E-04
- 1. 829E-04 1.646E-04 1.494E-04 1.366E-04 1.256E-04 1.161E-04 1.077E-04 9.549E-05
- 6. 949E-05 4.675E-05 7.387E-04 ANNUAL AVERAGE =
K=
8 FIVEXQ(K)= 7.387E-04 FIVEPR(K)= 7.682 0.976 1.302 1.627 1.953 2.278 2.603 2.929 3.254 3.580 3.905 4.231 4.556 4.881 5.207 5.532 5.858 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 0.5 1.97E-05 7.68
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE:
GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 CA=1236.SQ.METERS 92.7 92.7 92.7 92.7 92.7 86.5 86.5 86.5 86.5 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 1.5 3.3 5.5 8.1 10.9 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 7.9 A
A A
A A
B B
B B
0.06 2.17 3.48 0.29 0.01 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
49.4 49.4 49.4 49.4 49.4 69.6 69.6 51.0 36.9 34.8 34.8 74.2 74.2 46.4 27.9 24.7 68.3 68.3 37.8 19.8 17.1
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
0.
86.5 86.5 86.5 86.5 86.5 USED 49.4 49.4 49.4 49.4 49.4 34.8 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 17.1 17.1 17.1 17.1 17.1 11.8 11.8 11.8 0.08 1.84 0.98 0.15 0.14 1.96 0.91 0.10 0.01 0.01 4.12 17.85 6.25 0.84 0.03 0.14 18.70 16.58 3.33 0.39 0.37 10.65 1.37 0.01 0.01 0.83 6.21 0.12 4.6 70.7 4.6 70.7 4.6 32.9 28.0 28.0 28.0 28.0 28.0 16.2 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 7.2 7.2 7.2 7.2 7.2 2.599E-05 1.213E-05
- 7. 278E-06
- 4. 917E-06 3.639E-06 7.398E-05 3.452E-05 2.071E-05 1.400E-05 1.505E-04 7.024E-05 4.215E-05 2.848E-05 2.107E-05 8.649E-04
- 1. 853E-04 1.180E-04 9.775E-05 7.012E-05 5.189E-05 1.170E-03 2.506E-04 1.870E-04 1.870E-04 1.423E-04 2.018E-03 4.324E-04 3.647E-04
- 4. 169E-04 3.272E-04 3.094E-03
- 6. 630E-04 6.648E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 3.469E-06 6.491E-05 3.029E-05
- 1. 817E-05 1.228E-05 1.172E-04
- 5. 470E-05 3.282E-05 2.217E-05 1.641E-05
- 1. 018E-03
- 2. 180E-04
- 1. 018E-04
- 6. 105E-05 4.125E-05 3.053E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05 5.961E-05 2.690E-03 5.765E-04 2.690E-04 1.614E-04 1.091E-04 6.188E-03
- 1. 326E-03
- 6. 188E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 3.469E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 1.641E-05 8.649E-04 1.853E-04
- 1. 018E-04 6.105E-05 4.125E-05 3.053E-05 1.170E-03 2.506E-04 1.470E-04 8.822E-05 5.961E-05 2.018E-03 4.324E-04
- 2. 690E-04 1.614E-04 1.091E-04 3.094E-03 6.630E-04 6.188E-04 G
G G
0.3 1.5 3.2
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME: H.B. ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
N SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 0.826 1.194 1.333 1.338 7.547 7.671 18.319 19.688 0.07788 0.11257 0.12564 0.12617 0.71148 0.72322 1.72698 1.85604 1.614E-04 1.470E-04 1.172E-04 1.091E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 42.518 59.097 59.236 59.249 77.101 80.434 80.517 86.767 4.00827 5.57128 5.58432 5.58562 7.26856 7.58273 7.59055 8.17977 4.125E-05 3.282E-05 3.053E-05 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.641E-05 89.961 90.874 90.901 92.740 92.796 92.892 93.874 93.888 8.48090 8.56694 8.56955 8.74293 8.74814 8.75727 8.84982 8.85112 6.937E-06 4.687E-06 3.469E-06 99.696 99.986 100.000 9.39863 9.42601 9.42731 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 OR EXCEEDED.
2.506E-04 38.383 3.61850 5.961E-05 87.154 8.21627 1.228E-05 94.040 8.86546 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.
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.
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-5.77827 -11.59601
-1.83873
-8.29147 -12.96658
-2.60135
-8.82482 -13.14099
-2.71089 1.853E-04 42.504 4.00697 5.470E-05 89.117 8.40138
- 1. 156E-05 96.211 9.07013 K
I 9
1 9
2 9
3 XSAVE(
2)=
XSAVE(
3)=
XSAVE(
4)=
XSAVE(
5)=
XSAVE(
6)=
XSAVE(
7)=
3.615 5.567 7.265 7.579 8.398 8.739
9 4
-9.19296 9
5
-9.33565 9
6
-9.81370 9
7
-10.40468 2.791E-03 1.492E-03 1.090E-03
- 6. 912E-04 5.197E-04 4.204E-04 3.544E-04
- 3. 068E-04 2.706E-04 2.386E-04 2.070E-04
- 1. 818E-04
- 1. 612E-04 1.441E-04 1.292E-04 1.166E-04
- 1. 058E-04
- 8. 985E-05 6.830E-05 4.729E-05
- 1. 050E-03 ANNUAL AVERAGE 3
-18.47916
-6.37633
-21.76044
-8.66456
-47.14992 -27.07869 NUMXQ(K)=
7 0.094 0.283 0.471 0.943 1.414 1.885 2.357 2.828 3.300 3.771 4.242 4.714 5.185 5.656 6.128 6.599 7.070 7.542 8.013 8.485 0.5
.16E-05 K=
9 FIVEXQ(K)= 1.050E-03 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 5.30 FIVEPR (K) = 5.304
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 AT 10.0 METERS METERS METERS METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 A
A A
A B
B B
B C
C C
C D
D D
D D
E E
E E
E F
F F
F G
G G
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.08 3.08 4.60 0.55 0.09 2.12 1.74 0.18 0.13 2.99 1.81 0.13 0.01 4.49 17.85 5.51 0.70 0.12 16.84 15.45 2.12 0.22 0.34 9.83 1.38 0.01 0.88 6.64 0.13 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 17.1 7.2 17.1 7.2 17.1 7.2 17.1 7.2 11.8 4.6 11.8 4.6 11.8 4.6 69.6 69.6 51.0 36.9 34.8 74.2 74.2 46.4 27.9 24.7 68.3 68.3 37.8 19.8 70.7 70.7 32.9 2.599E-05 1.213E-05 7.278E-06
- 4. 917E-06
- 7. 398E-05 3.452E-05 2.071E-05 1.400E-05 1.505E-04
- 7. 024E-05 4.215E-05
- 2. 848E-05 8.649E-04
- 1. 853E-04 1.180E-04 9.775E-05 7.012E-05 1.170E-03
- 2. 506E-04
- 1. 870E-04 1.870E-04 1.423E-04 2.018E-03 4.324E-04 3.647E-04 4.169E-04 3.094E-03 6.630E-04 6.648E-04 2.478E-05 1.156E-05 6.937E-06
- 4. 687E-06 6.491E-05
- 3. 029E-05
- 1. 817E-05
- 1. 228E-05 1.172E-04 5.470E-05 3.282E-05
- 2. 217E-05 1.018E-03 2.180E-04 1.018E-04
- 6. 105E-05 4.125E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05 5.961E-05 2.690E-03 5.765E-04 2.690E-04 1.614E-04 6.188E-03 1.326E-03 6.188E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 8.649E-04 1.853E-04 1.018E-04
- 6. 105E-05
- 4. 125E-05
- 1. 170E-03 2.506E-04 1.470E-04
- 8. 822E-05 5.961E-05
- 2. 018E-03 4.324E-04 2.690E-04
- 1. 614E-04
- 3. 094E-03
- 6. 630E-04 6.188E-04 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 0.883 1.223 1.348 1.354 7.992 8.122 17.955 19.332 0.08864 0.12274 0.13526 0.13588 0.80202 0.81506 1.80188 1.94006 1.614E-04 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.961E-05 40.675 56.120 56.250 74.098 76.215 76.306 81.814 82.035 4.08186 5.63184 5.64487 7.43601 7.64850 7.65762 8.21034 8.23251 3.282E-05 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.228E-05 1.156E-05 6.937E-06 87.530 89.647 89.725 89.855 91.595 91.777 94.856 99.454 8.78393 8.99641 9.00423 9.01727 9.19195 9.21020 9.51915 9.98063 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 OR EXCEEDED.
2.506E-04 36.167 3.62952 5.470E-05 85.023 8.53233 4.687E-06 100.000 10.03538 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
K I
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 10 1
-5.77827 -11.68392
-1.88910 10 2
-8.29147 -12.87399
-2.55180 10 3
-8.82482
-12.92564
-2.58435 10 4
-9.19296
-21.31216
-8.39083 10 5
-9.81370 -37.57670
-20.25963 10 6
-10.40468 NUMXQ(K)=
6 2.887E-03 0.100 1.512E-03 0.301 1.000 3.000 1.853E-04 40.662 4.08056 4.125E-05 85.724 8.60273 3.626 5.628 7.432 8.529 8.993
1.092E-03 6.817E-04 5.074E-04 4.072E-04 3.411E-04 2.937E-04 2.578E-04 2.227E-04 1.934E-04 1.699E-04 1.508E-04 1.349E-04 1.214E-04 1.099E-04 9.642E-05 7.218E-05 5.476E-05 1.095E-03 ANNUAL AVERAGE K= 10 FIVEXQ(K)= 1.095E-03 FIVEPR(K)= 4.982 0.502 1.004 1.505 2.007 2.509 3.011 3.512 4.014 4.516 5.018 5.519 6.021 6.523 7.025 7.527 8.028 8.530 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 0.5 4.77E-05 4.98
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 MEANDER-SY METERS METERS METERS CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 86.5 86.5 86.5 86.5 86.5 92.7 92.7 92.7 92.7 92.7 86.5 86.5 86.5 86.5 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 1.5 3.3 5.5 8.1 10.9 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 A
A A
A A
B B
B B
C C
C C
D D
D D
D E
E E
E E
F F
F F
G G
G 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
0.09 3.53 2.23 0.26 0.19 4.62 2.46 0.20 0.01 4.81 18.17 5.45 0.54 0.10 13.22 11.36 2.02 0.02 0.32 9.26 2.09 0.03 0.93 7.02 0.25
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
O.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 0.08 4.47 5.85 0.40 0.02 11.8 11.8 11.8 17.1 7.2 17.1 7.2 17.1 7.2 17.1 7.2 69.6 69.6 51.0 36.9 34.8 74.2 74.2 46.4 27.9 24.7 68.3 68.3 37.8 19.8 4.6 70.7 4.6 70.7 4.6 32.9
- 2. 599E-05 1.213E-05
- 7. 278E-06 4.917E-06 3.639E-06 7.398E-05 3.452E-05 2.071E-05 1.400E-05 1.505E-04 7.024E-05 4.215E-05 2.848E-05
- 8. 649E-04 1.853E-04 1.180E-04
- 9. 775E-05 7.012E-05 1.170E-03
- 2. 506E-04 1.870E-04 1.870E-04 1.423E-04 2.018E-03 4.324E-04 3.647E-04 4.169E-04 3.094E-03 6.630E-04 6.648E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 3.469E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05
- 1. 172E-04 5.470E-05 3.282E-05 2.217E-05 1.018E-03 2.180E-04
- 1. 018E-04
- 6. 105E-05 4.125E-05 1.470E-03
- 3. 151E-04 1.470E-04 8.822E-05 5.961E-05 2.690E-03 5.765E-04 2.690E-04 1.614E-04 6.188E-03 1.326E-03 6.188E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 3.469E-06 6.491E-05
- 3. 029E-05
- 1. 817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05
- 2. 217E-05
- 8. 649E-04 1.853E-04 1.018E-04 6.105E-05 4.125E-05 1.170E-03
- 2. 506E-04 1.470E-04 8.822E-05 5.961E-05
- 2. 018E-03
- 4. 324E-04 2.690E-04 1.614E-04 3.094E-03 6.630E-04 6.188E-04 0.3 1.5 3.2
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 0.934 1.254 1.352 1.359 8.379 8.628 17.890 19.976 0.07823 0.10503 0.11324 0.11379 0.70171 0.72257 1.49821 1.67289 1.614E-04 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.961E-05 38.032 49.395 49.582 67.747 69.771 69.864 75.312 75.328 3.18506 4.13668 4.15233 5.67362 5.84309 5.85091 6.30717 6.30847 3.282E-05 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.228E-05 1.156E-05 6.937E-06 82.955 86.489 86.567 86.769 88.995 89.259 93.727 99.580 6.94723 7.24315 7.24966 7.26661 7.45302 7.47519 7.84932 8.33947 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 OR EXCEEDED.
2.506E-04 33.191 2.77964 5.470E-05 79.951 6.69564 4.687E-06 99.984 8.37336 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
K I
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 11 1
-5.77827 -12.05436
-1.98441 11 2
-7.74620
-12.36369
-2.12689 11 3
-8.29147 -13.49780
-2.71922 11 4
-9.19296
-20.89670
-7.39287 11 5
-9.81370
-31.44891
-14.43168 11 6
-10.40468 NUMXQ(K)=
6 2.974E-03 0.084 1.524E-03 0.251 1.000 3.000 1.853E-04 38.001 3.18245
- 4. 125E-05 80.496 6.74126 3.469E-06 100.000 8.37467 1.497 2.777 5.670 6.692 7.239
1.090E-03 6.712E-04 4.958E-04 3.933E-04 3.239E-04 2.750E-04 2.353E-04 2.003E-04 1.731E-04 1.516E-04 1.341E-04 1.197E-04 1.076E-04 9.017E-05 6.969E-05 5.445E-05 3.455E-05 9.663E-04 ANNUAL AVERAGE K= 11 FIVEXQ(K)= 9.663E-04 FIVEPR(K)= 5.970 0.419 0.837 1.256 1.675 2.094 2.512 2.931 3.350 3.769 4.187 4.606 5.025 5.444 5.862 6.281 6.700 7.118 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 0.5 2.70E-05 5.97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 A
A A
A B
B B
B C
C C
C D
D D
D D
E E
E E
E F
F F
F G
G G
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.13 3.14 3.23 0.13 0.13 3.33 1.75 0.11 0.41 4.57 1.41 0.17 0.01 6.73 19.56 5.11 0.21 0.10 13.10 11.86 2.12 0.04 0.34 9.96 1.82 0.02 1.18 8.89 0.43 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 17.1 17.1 17.1 17.1 11.8 11.8 11.8 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 69.6 69.6 51.0 36.9 34.8 74.2 74.2 46.4 27.9 24.7 7.2 68.3 7.2 68.3 7.2 37.8 7.2 19.8 4.6 70.7 4.6 70.7 4.6 32.9 CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.599E-05 1.213E-05
- 7. 278E-06
- 4. 917E-06 7.398E-05 3.452E-05
- 2. 071E-05 1.400E-05 1.505E-04 7.024E-05 4.215E-05 2.848E-05 8.649E-04 1.853E-04 1.180E-04 9.775E-05 7.012E-05 1.170E-03 2.506E-04 1.870E-04 1.870E-04 1.423E-04 2.018E-03
- 6. 648E-04 2.478E-05 1.156E-05
- 6. 937E-06
- 4. 687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 1.018E-03 2.180E-04 1.018E-04 6.105E-05 4.125E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05 5.961E-05
- 2. 690E-03 5.765E-04
- 2. 690E-04 1.614E-04 6.188E-03 1.326E-03
- 6. 188E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04
- 5. 470E-05
- 3. 282E-05 2.217E-05 8.649E-04 1.853E-04 1.018E-04 6.105E-05 4.125E-05
- 1. 170E-03
- 2. 506E-04 1.470E-04 8.822E-05
- 5. 961E-05 2.018E-03 4.324E-04 2.690E-04 1.614E-04 3.094E-03 6.630E-04 6.188E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 1.183 1.527 1.625 1.634 10.526 10.953 20.914 22.731 0.07216 0.09315 0.09907 0.09964 0.64193 0.66801 1.27548 1.38629 1.614E-04 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.961E-05 42.588 54.451 54.857 74.415 76.531 76.659 81.767 81.810 2.59733 3.32082 3.34559 4.53838 4.66743 4.67525 4.98681 4.98942 3.282E-05 3.029E-05 2.478E-05 2.2178-05 1.817E-05 1.228E-05 1.156E-05 6.937E-06 88.009 91.343 91.472 91.643 93.395 93.502 96.644 99.872 5.36746 5.57082 5.57865 5.58907 5.69597 5.70249 5.89411 6.09096 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 HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
K I
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 12 1
-5.77827 -12.36379
-2.06693 12 2
-7.74620 -13.36704
-2.51600 12 3
-8.29147 -13.87716
-2.76887 12 4
-9.19296 -23.77431
-8.61916 12 5
-9.81370 -44.59494
-21.47364 12 6
-10.40468 NUMXQ(K)=
6 3.419E-03 0.061 OR EXCEEDED.
2.506E-04 35.833 2.18539 5.470E-05 86.384 5.26839 4.687E-06 100.000 6.09878
- 1. 853E-04 42.566 2.59602
XSAVE(
2)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
1.274 2.183 4.535 5.265 5.567 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.000
- 1. 736E-03
- 1. 238E-03
- 7. 598E-04 5.610E-04 4.481E-04 3.626E-04 3.015E-04 2.569E-04 2.204E-04 1.915E-04 1.685E-04 1.498E-04 1.343E-04 1.213E-04 1.102E-04
- 9. 853E-05
- 7. 547E-05 5.855E-05 3.546E-05 8.771E-04 ANNUAL AVERAGE =
K= 12 FIVEXQ(K)= 8.771E-04 FIVEPR(K)= 8.198 0.183 0.305 0.610 0.915 1.220 1.525 1.830 2.135 2.440 2.744 3.049 3.354 3.659 3.964 4.269 4.574 4.879 5.184 5.489 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 0.5 2.17E-05 8.20
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 METERS METERS METERS AT 10.0 METERS 1.5 3.3 5.5 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 A
A A
B B
B B
C C
C C
D D
D D
D D
E E
E E
E F
F F
F G
G G
0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.06 3.21 2.31 0.20 2.93 1.46 0.14 0.28 3.55 1.41 0.11 0.01 7.85 18.04 4.31 0.39 0.03 0.10 13.59 8.75 0.53 0.08 0.44 12.66 0.79 0.03 1.95 14.69 0.11 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 34.8 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 16.2 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 69.6 69.6 51.0 36.9 34.8 34.8 74.2 74.2 46.4 27.9 24.7 17.1 7.2 68.3 17.1 7.2 68.3 17.1 7.2 37.8 17.1 7.2 19.8 11.8 4.6 70.7 11.8 4.6 70.7 11.8 4.6 32.9 CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.599E-05 1.213E-05 7.278E-06 7.398E-05 3.452E-05
- 2. 071E-05
- 1. 400E-05 1.505E-04
- 7. 024E-05 4.215E-05 2.848E-05 8.649E-04 1.853E-04
- 1. 180E-04
- 9. 775E-05
- 7. 012E-05 5.189E-05
- 1. 170E-03
- 2. 506E-04 1.870E-04 1.870E-04 1.423E-04
- 2. 018E-03 4.324E-04 3.647E-04 4.169E-04 3.094E-03 6.630E-04 6.648E-04 2.478E-05 1.156E-05 6.937E-06 6.491E-05 3.029E-05
- 1. 817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05
- 1. 018E-03 2.180E-04 1.018E-04 6.105E-05
- 4. 125E-05
- 3. 053E-05 1.470E-03 3.151E-04 1.470E-04 8.822E-05 5.961E-05 2.690E-03 5.765E-04 2.690E-04 1.614E-04 6.188E-03 1.326E-03 6.188E-04 2.478E-05 1.156E-05 6.937E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05
- 8. 649E-04 1.853E-04
- 1. 018E-04 6.105E-05
- 4. 125E-05 3.053E-05 1.170E-03 2.506E-04 1.470E-04
- 8. 822E-05
- 5. 961E-05 2.018E-03 4.324E-04 2.690E-04 1.614E-04
- 3. 094E-03
- 6. 630E-04 6.188E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
E SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 1.954 2.392 2.493 2.503 17.191 17.304 29.966 30.754 0.09054 0.11082 0.11548 0.11598 0.79646 0.80167 1.38829 1.42479 1.614E-04 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.961E-05 52.222 60.973 61.255 79.291 79.825 80.022 84.327 84.412 2.41944 2.82485 2.83789 3.67349 3.69826 3.70739 3.90684 3.91075 3.282E-05 3.053E-05 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.228E-05 1.156E-05 89.758 89.786 92.712 92.769 92.881 94.344 94.485 97.693 4.15843 4.15973 4.29531 4.29791 4.30313 4.37091 4.37743 4.52604 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 OR EXCEEDED.
2.506E-04 44.344 2.05443 5.470E-05 87.957 4.07500 6.937E-06 100.000 4.63294 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.
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
K I
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 13 1
-5.77827 -12.46007
-2.14167 13 2
-7.74620
-15.34454
-3.45219 13 3
-8.29147
-15.57795
-3.56643 13 4
-9.19296
-32.41053 -12.96852 13 5
-9.81370
-51.57900 -23.96948 13 6
-10.40468 NUMXQ(K)=
6 4.670E-03 0.046 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.000 1.853E-04 52.194 2.41813 4.125E-05 88.351 4.09325 XSAVE(
2)=
XSAVE(
3)=
XSAVE(
4)
XSAVE(
5)
XSAVE(
6)=
1.387 2.052 3.670 4.072 4.292
2.350E-03 1.670E-03 1.022E-03
- 7. 534E-04
- 6. 016E-04
- 5. 025E-04 4.317E-04 3.497E-04 2.902E-04 2.453E-04 2.095E-04
- 1. 813E-04
- 1. 585E-04
- 1. 399E-04 1.244E-04 1.114E-04 9.652E-05 6.721E-05 4.230E-05 9.657E-04 ANNUAL AVERAGE K= 13 FIVEXQ(K)= 9.657E-04 FIVEPR(K)=10.792 0.139 0.232 0.463 0.695 0.927 1.158 1.390 1.622 1.853 2.085 2.316 2.548 2.780 3.011 3.243 3.475 3.706 3.938 4.170 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 0.5 3.03E-05 10.79
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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
- CHI/Q VALUES (SEC/CUBIC METER)
CLASS METER/SEC PERCENT METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED AT 10.0 METERS CA=1236.SQ.METERS A
1.5 0.06 425.
- 0.
- 0.
86.5 92.7 86.5 2.599E-05 2.478E-05 2.478E-05 A
3.3 1.61 425.
- 0.
- 0.
86.5 92.7 86.5 1.213E-05 1.156E-05 1.156E-05 A
5.5 3.13 425.
- 0.
- 0.
86.5 92.7 86.5 7.278E-06 6.937E-06 6.937E-06 A
8.1 0.03 425.
- 0.
- 0.
86.5 92.7 86.5 4.917E-06 4.687E-06 4.687E-06 B
1.5 0.11 425.
- 0.
- 0.
65.0 43.3 65.0 7.398E-05 6.491E-05 6.491E-05 B
3.3 1.95 425.
- 0.
- 0.
65.0 43.3 65.0 3.452E-05 3.029E-05 3.029E-05 B
5.5 1.78 425.
- 0.
- 0.
65.0 43.3 65.0 2.071E-05 1.817E-05 1.817E-05 B
8.1 0.11 425.
- 0.
- 0.
65.0 43.3 65.0 1.400E-05 1.228E-05 1.228E-05 C
1.5 0.23 425.
- 0.
- 0.
49.4 28.0 49.4 1.505E-04 1.172E-04 1.172E-04 C
3.3 3.02 425.
- 0.
- 0.
49.4 28.0 49.4 7.024E-05 5.470E-05 5.470E-05 C
5.5 1.86 425.
- 0.
- 0.
49.4 28.0 49.4 4.215E-05 3.282E-05 3.282E-05 C
8.1 0.28 425.
- 0.
- 0.
49.4 28.0 49.4 2.848E-05 2.217E-05 2.217E-05 D
0.3 0.01 425.
- 0.
- 0.
34.8 16.2 69.6 8.649E-04 1.018E-03 8.649E-04 D
1.5 6.80 425.
- 0.
- 0.
34.8 16.2 69.6 1.853E-04 2.180E-04 1.853E-04 D
3.3 11.88 425.
- 0.
- 0.
34.8 16.2 51.0 1.180E-04 1.018E-04 1.018E-04 D
5.5 5.02 425.
- 0.
- 0.
34.8 16.2 36.9 9.77SE-05 6.105E-05 6.105E-05 D
8.1 0.45 425.
- 0.
- 0.
34.8 16.2 34.8 7.012E-05 4.125E-05 4.125E-05 E
0.3 0.09 425.
- 0.
- 0.
24.7 11.5 74.2 1.170E-03 1.470E-03 1.170E-03 E
1.5 11.97 425.
- 0.
- 0.
24.7 11.5 74.2 2.506E-04 3.151E-04 2.506E-04 E
3.2 7.40 425.
- 0.
- 0.
24.7 11.5 46.4 1.870E-04 1.470E-04 1.470E-04 E
5.3 1.30 425.
- 0.
- 0.
24.7 11.5 27.9 1.870E-04 8.822E-05 8.822E-05 E
7.9 0.06 425.
- 0.
- 0.
24.7 11.5 24.7 1.423E-04 5.961E-05 5.961E-05 F
0.3 0.42 425.
- 0.
- 0.
17.1 7.2 68.3 2.018E-03 2.690E-03 2.018E-03 F
1.5 12.17 425.
- 0.
- 0.
17.1 7.2 68.3 4.324E-04 5.765E-04 4.324E-04 F
3.2 2.29 425.
- 0.
- 0.
17.1 7.2 37.8 3.647E-04 2.690E-04 2.690E-04 G
0.3 3.02 425.
- 0.
- 0.
11.8 4.6 70.7 3.094E-03 6.188E-03 3.094E-03 G
1.5 22.70 425.
- 0.
- 0.
11.8 4.6 70.7 6.630E-04 1.326E-03 6.630E-04 G
3.2 0.25 425.
- 0.
- 0.
11.8 4.6 32.9 6.648E-04 6.188E-04 6.188E-04 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 3.020 0.13946 1.470E-04 67.112 3.09910 3.029E-05 92.999 4.29449
- 2. 018E-03 3.441 0.15888 1.172E-04 67.338 3.10953 2.478E-05 93.055 4.29710 1.170E-03 3.529 0.16297 1.018E-04 79.223 3.65834 2.217E-05 93.338 4.31014
- 8. 649E-04 3.539 0.16340 8.822E-05 80.521 3.71831
- 1. 817E-05 95.116 4.39226 6.630E-04 26.235 1.21149
- 6. 491E-05 80.634 3.72352 1.228E-05 95.229 4.39748 6.188E-04 26.489 1.22323 6.105E-05 85.659 3.95556 1.156E-05 96.838 4.47178 4.324E-04 38.657 1.78508 5.961E-05 85.716 3.95817
- 6. 937E-06 99.972 4.61648 2.690E-04 40.943 1.89067 5.470E-05 88.736 4.09765 4.687E-06 100.000 4.61778 OR EXCEEDED.
2.506E-04 52.913 2.44339 4.125E-05 89.188 4.11851 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:
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
XQINT(K,I)
XQSLOP(K,I)
-12.03307
-2.09164
-13.60987
-2.79122
-16.51855
-4.17581
-18.27039
-5.06499
-30.44886
-11.86029
-56.58886 -26.88456 NUMXQ(K)=
7
- 1. 853E-04 59.716 2.75756
- 3. 282E-05 91.051 4.20455 K
14 14 14 14 14 14 14 I 1 2
3 4
5 6
7 XQSAVE(K,I)
-5.77827
-7.31872
-7.74620
-8.29147
-9.19296
-9.81370
-10.40468 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0 XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 1.210 1.783 2.441 3.655 4.094 4.291 6)-
RUN DATE: 12/12/97
BACK EXTRAPOLATION FOR 1 PERCENTILE.
BACK EXTRAPOLATION FOR 3 PERCENTILE.
- 6. 076E-03
- 3. 107E-03 2.226E-03 1.378E-03 1.023E-03 8.217E-04 6.892E-04 5.734E-04
- 4. 835E-04 4.080E-04 3.332E-04 2.771E-04 2.305E-04 1.905E-04 1.595E-04 1.351E-04 1.154E-04 9.651E-05
- 6. 933E-05
- 4. 580E-05
- 1. 301E-03 ANNUAL AVERAGE
=
0.046 0.139 0.231 0.462 0.693 0.924 1.154 1.385 1.616 1.847 2.078 2.309 2.540 2.771 3.002 3.232 3.463 3.694 3.925 4.156 0.5 3.89E-05 K= 14 FIVEXQ(K)= 1.301E-03 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 10.83 FIVEPR(K)=I0.828
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 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=1236.SQ.METERS 86.5 86.5 86.5 86.5 65.0 65.0 65.0 65.0 49.4 49.4 49.4 49.4 34.8 34.8 34.8 34.8 34.8 34.8 92.7 92.7 92.7 92.7 43.3 43.3 43.3 43.3 28.0 28.0 28.0 28.0 16.2 16.2 16.2 16.2 16.2 16.2 86.5 86.5 86.5 86.5 65.0 65.0 65.0 65.0 49.4 49.4 49.4 49.4 69.6 69.6 51.0 36.9 34.8 34.8 A
A A
A B
B B
B C
C C
C D
D D
D D
D E
E E
E F
F F
G G
G 0.05 0.98 2.90 0.25 0.11 1.00 1.38 0.07 0.11 1.79 1.04 0.07 0.01 3.99 10.82 4.24 0.18 0.02 0.07 9.19 13.30 1.52 0.48 13.82 4.63 3.25 24.39 0.34 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.3 1.5 3.2 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
24.7 11.5 74.2 24.7 11.5 74.2 24.7 11.5 46.4 24.7 11.5 27.9 17.1 7.2 68.3 17.1 7.2 68.3 17.1 7.2 37.8 11.8 4.6 70.7 11.8 4.6 70.7 11.8 4.6 32.9 2.599E-05 1.213E-05 7.278E-06 4.917E-06 7.398E-05 3.452E-05 2.071E-05 1.400E-05 1.505E-04 7.024E-05 4.215E-05 2.848E-05 8.649E-04 1.853E-04 1.180E-04 9.775E-05 7.012E-05 5.189E-05 1.170E-03 2.506E-04 1.870E-04 1.870E-04
- 2. 018E-03 4.324E-04 3.647E-04 3.094E-03 6.630E-04 6.648E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 1.018E-03 2.180E-04 1.018E-04 6.105E-05 4.125E-05 3.053E-05 1.470E-03 3.151E-04 1.470E-04
- 8. 822E-05 2.690E-03 5.765E-04 2.690E-04 6.188E-03 1.326E-03 6.188E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05
- 3. 029E-05 1.817E-05 1.228E-05
- 1. 172E-04 5.470E-05 3.282E-05 2.217E-05
- 8. 649E-04
- 1. 853E-04 1.018E-04 6.1OSE-05 4.125E-05
- 3. 053E-05
- 1. 170E-03 2.506E-04 1.470E-04
- 8. 822E-05
- 2. 018E-03 4.324E-04
- 2. 690E-04 3.094E-03 6.630E-04 6.188E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 3.245 3.723 3.791 3.797 28.188 28.528 42.346 46.975 0.18646 0.21390 0.21781 0.21813 1.61949 1.63905 2.43294 2.69887 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.470E-05 4.125E-05 73.453 73.567 84.390 85.910 86.023 90.266 92.059 92.240 4.22016 4.22668 4.84850 4.93584 4.94235 5.18613 5.28911 5.29954 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.228E-05 1.156E-05 6.937E-06 4.687E-06 94.305 94.350 94.418 95.802 95.871 96.846 99.750 100.000 5.41817 5.42077 5.42468 5.50420 5.50811 5.56417 5.73103 5.74537 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 OR EXCEEDED.
2.506E-04 56.164 3.22682 3.282E-05 93.284 5.35950 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
7)=
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-5.77827 -11.65330
-2.02550
-7.31872 -12.76386
-2.54445
-7.74620 -16.39521
-4.38591
-8.82482 -18.45477
-5.57911
-9.19296 -33.55754 -14.67668
-9.81370 -90.45144 -49.84428
-10.40468 NUMXQ(K)=
7 1.853E-04 60.157 3.45626 3.053E-05 93.307 5.36081 K
I 15 1
15 2
15 3
15 4
15 5
15 6
15 7
1.618 2.430 4.217 4.845 5.285 5.414
6.298E-03 3.252E-03 2.339E-03 1.454E-03 1.083E-03 8.701E-04 7.302E-04 6.221E-04 5.299E-04 4.598E-04
- 3. 858E-04 3.157E-04 2.625E-04 2.212E-04 1.885E-04 1.623E-04 1.392E-04 1.174E-04 9.669E-05 6.435E-05
- 1. 604E-03 ANNUAL AVERAGE =
0.057 0.172 0.287 0.575 0.862 1.149 1.436 1.724 2.011 2.298 2.585 2.873 3.160 3.447 3.734 4.022 4.309 4.596 4.884 5.171 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 BACK EXTRAPOLATION FOR 1 PERCENTILE.
BACK EXTRAPOLATION FOR 3 PERCENTILE.
8.70 4.63E-05 K= 15 FIVEXQ(K)= 1.604E-03 FIVEPR(K)= 8.703
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE:
GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 METERS METERS METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS
- CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.05 0.64 1.97 0.12 0.02 0.88 1.04 0.08 0.12 1.70 0.89 0.03 0.00 3.22 13.16 6.00 0.36 0.06 8.41 15.72 3.62 0.08 0.40 11.46 4.66 0.02 A
A A
A B
B B
B C
C C
C D
D D
D D
E E
E E
E F
F F
F G
G G
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 86.5 92.7 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 49.4 28.0 49.4 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7
- 0.
- 0.
0.
- 0.
- 0.
0.
16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 69.6 69.6 51.0 36.9 34.8 74.2 74.2 46.4 27.9 24.7 17.1 7.2 68.3 17.1 7.2 68.3 17.1 7.2 37.8 17.1 7.2 19.8 11.8 4.6 70.7 11.8 4.6 70.7 11.8 4.6 32.9 0.3 2.70 1.5 20.30 3.2 2.28
- 2. 599E-05 1.213E-05 7.278E-06 4.917E-06 7.398E-05 3.452E-05 2.071E-05 1.400E-05
- 1. 505E-04 7.024E-05
- 4. 215E-05
- 2. 848E-05
- 8. 649E-04 1.853E-04 1.180E-04
- 9. 775E-05 7.012E-05
- 1. 170E-03
- 2. 506E-04
- 1. 870E-04 1.870E-04 1.423E-04 2.018E-03 4.324E-04 3.647E-04 4.169E-04
- 3. 094E-03 6.630E-04 6.648E-04
- 2. 478E-05
- 1. 156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 1.018E-03 2.180E-04 1.018E-04 6.105E-05
- 4. 125E-05 1.470E-03 3.151E-04 1.470E-04
- 8. 822E-05 5.961E-05
- 2. 690E-03
- 5. 765E-04
- 2. 690E-04
- 1. 614E-04 6.188E-03
- 1. 326E-03 6.188E-04 2.478E-05 1.156E-05 6.937E-06 4.687E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 8.649E-04 1.853E-04 1.018E-04 6.105E-05 4.125E-05 1.170E-03 2.506E-04 1.470E-04 8.822E-05 5.961E-05 2.018E-03 4.324E-04 2.690E-04 1.614E-04 3.094E-03 6.630E-04 6.188E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED
- FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE =
425.0 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 2.690E-04 2.701 3.097 3.159 3.164 23.463 25.745 37.200 41.862 0.21300 0.24422 0.24914 0.24949 1.85031 2.03020 2.93359 3.30121 1.614E-04 1.470E-04 1.172E-04 1.018E-04 8.822E-05 6.491E-05 6.105E-05 5.961E-05 53.516 69.237 69.352 82.511 86.131 86.147 92.148 92.231 4.22024 5.45996 5.46908 6.50674 6.79223 6.79353 7.26674 7.27326 3.282E-05 3.029E-05 2.478E-05 2.217E-05 1.817E-05 1.228E-05 1.156E-05 6.937E-06 95.190 96.066 96.115 96.148 97.190 97.272 97.917 99.884 7.50660 7.57569 7.57960 7.58221 7.66433 7.67085 7.72169 7.87682 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 OR EXCEEDED.
2.506E-04 50.276 3.96474 5.470E-05 93.933 7.40753 4.687E-06 100.000 7.88594 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
7)=
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-5.77827 -11.45436
-1.98563
-7.38781 -12.06509
-2.28384
-7.74620 -14.80609
-3.73329
-8.82482 -15.50680
-4.17065
-9.19296 -18.95141
-6.44600
-9.33565 -24.91355 -10.44277
-9.70379 NUMXQ(K)=
7 1.853E-04 53.499 4.21894 4.125E-05 94.297 7.43621 K
I 16 1
16 2
16 3
16 4
16 5
16 6
16 7
2.028 2.931 5.456 6.503 6.788 7.263
5.633E-03 0.079 1.000 2.895E-03 0.237 3.000 2.075E-03 0.394 5.000 1.281E-03 0.789 10.000 9.484E-04 1.183 15.000 7.586E-04 1.577 20.000 6.338E-04 1.971 25.000 5.345E-04 2.366 30.000 4.595E-04 2.760 35.000 3.836E-04 3.154 40.000 3.148E-04 3.549 45.000 2.628E-04 3.943 50.000 2.226E-04 4.337 55.000 1.907E-04 4.732 60.000 1.651E-04 5.126 65.000 1.438E-04 5.520 70.000 1.245E-04 5.914 75.000 1.087E-04 6.309 80.000 9.220E-05 6.703 85.000 6.947E-05 7.097 90.000 1.766E-03 0.5 6.34 ANNUAL AVERAGE
=
5.83E-05 BACK EXTRAPOLATION FOR 1 PERCENTILE.
K= 16 FIVEXQ(K)= 1.766E-03 FIVEPR (K) = 6.340
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=1236.SQ.METERS 86.5 86.5 86.5 86.5 86.5 92.7 92.7 92.7 92.7 92.7 86.5 86.5 86.5 86.5 86.5 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 65.0 43.3 65.0 A
A A
A A
B B
B B
C C
C C
C D
D D
D D
D E
E E
E E
E F
F F
F F
G G
G G
1.5 3.3 5.5 8.1 10.9 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 7.9 10.7 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.17 3.58 2.95 0.16 0.00 425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
425.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
0.
49.4 49.4 49.4 49.4 49.4 34.8 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 24.7 17.1 17.1 17.1 17.1 17.1 28.0 28.0 28.0 28.0 28.0 16.2 16.2 16.2 16.2 16.2 16.2 11.5 11.5 11.5 11.5 11.5 11.5 7.2 7.2 7.2 7.2 7.2 0.19 3.00 1.34 0.09 0.38 3.88 1.33 0.09 0.00 0.01 6.63 22.68 6.75 0.45 0.01 0.09 11.96 11.10 1.58 0.09 0.00 0.28 8.15 1.54 0.02 0.00 1.31 9.83 0.34 0.00 11.8 4.6 11.8 11.8 4.6 11.8 11.8 4.6 11.8 11.8 4.6 11.8 49.4 49.4 49.4 49.4 49.4 34.8 34.8 34.8 34.8 34.8 34.8 24.7 24.7 24.7 24.7 24.7 24.7 17.1 17.1 17.1 17.1 17.1 2.478E-05 1.156E-05 6.937E-06
- 4. 687E-06 3.469E-06 6.491E-05 3.029E-05
- 1. 817E-05
- 1. 228E-05
- 1. 172E-04 5.470E-05
- 3. 282E-05 2.217E-05 1.641E-05
- 1. 018E-03
- 2. 180E-04
- 1. 018E-04
- 6. 05E-05
- 2. 599E-05 1.213E-05 7.278E-06 4.917E-06 3.639E-06 7.398E-05 3.452E-05 2.071E-05 1.400E-05 1.505E-04 7.024E-05 4.215E-05
- 2. 848E-05
- 2. 107E-05 1.730E-03 3.707E-04
- 1. 730E-04 1.038E-04 7.012E-05
- 5. 189E-05 3.509E-03
- 7. 519E-04 3.509E-04 2.105E-04
- 1. 423E-04 1.053E-04 8.071E-03 1.730E-03 8.071E-04
- 4. 843E-04 3.272E-04 1.856E-02 3.978E-03 1.856E-03
- 1. 114E-03 2.478E-05
- 1. 156E-05
- 6. 937E-06
- 4. 687E-06
- 3. 469E-06 6.491E-05 3.029E-05 1.817E-05 1.228E-05 1.172E-04 5.470E-05 3.282E-05 2.217E-05 1.641E-05
- 1. 018E-03
- 2. 180E-04
- 1. 018E-04
- 6. 105E-05
- 4. 125E-05
- 3. 053E-05 1.470E-03
- 3. 151E-04 1.470E-04
- 8. 822E-05
- 5. 961E-05 4.411E-05
- 2. 690E-03 5.765E-04 2.690E-04 1.614E-04 1.091E-04 6.188E-03 1.326E-03 6.188E-04 3.713E-04 2.690E 5.765E
- 2. 690E 1.614E 1.091E
-03
-04
-04
-04
-04
- 6. 188E-03
- 1. 326E-03 6.188E-04 3.713E-04
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 =
425.0 METERS.
BUILDING WAKE CREDIT ALLOWED:
C=
0.5 A=
2472.
D=
63.9 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.
6.188E-03 2.690E-03 1.470E-03 1.326E-03 1.018E-03 6.188E-04 5.765E-04 3.713E-04 1.308 1.589 1.678 11.504 11.513 11.851 19.998 20.000 1.30750 1.58908 1.67773 11.50422 11.51334 11.85097 19.99844 19.99974 2.180E-04 1.614E-04 1.470E-04 1.172E-04 1.091E-04 1.018E-04 8.822E-05 6.491E-05 40.138 40.153 51.249 51.633 51.635 74.317 75.895 76.087 40.13766 40.15331 51.24950 51.63276 51.63536 74.31659 75.89524 76.08687 5.470E-05 4.411E-05 4.125E-05 3.282E-05 3.053E-05 3.029E-05 2.478E-05 2.217E-05 86.809 86.813 87.268 88.599 88.605 91.610 91.781 91.871 86.80893 86.81284 87.26780 88.59877 88.60529 91.61007 91.78084 91.87079 1.228E-05 1.156E-05 6.937E-06 4.687E-06 3.469E-06 93.302 96.886 99.836 99.997 100.000 93.30213 96.88572 99.83575 99.99740 100.00000 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 OR EXCEEDED.
3.151E-04 31.959 31.95891 6.105E-05 82.837 82.83688 1.817E-05 93.207 93.20697 ERROR IN NORMAL TRANSFORMATION FOR A( 35)= 100.00000 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
11.502 BACK EXTRAPOLATION FOR 1 PERCENTILE.
- 2. 690E-04 33.504 33.50367 5.961E-05 82.927 82.92683 1.641E-05 93.208 93.20827 7.217E-03 3.693E-03 2.589E-03 1.499E-03 9.896E-04 6.986E-04 5.182E-04 3.963E-04 3.091E-04 2.442E-04 1.945E-04 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000
1.555E-04 1.391E-04 1.289E-04 1.193E-04
- 1. 098E-04 9.889E-05 7.909E-05
- 6. 095E-05 4.766E-05
- 2. 589E-03 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.0 K= 17 FIVEXQ(K)= 2.589E-03 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.00 FIVEPR(K)= 5.000
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=
2472.
D=
63.9 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.
3.094E-03 2.018E-03 1.170E-03 8.649E-04 6.630E-04 6.188E-04 4.324E-04 3.713E-04 1.308 1.589 1.678 1.687 11.513 11.851 19.998 20.000 1.30750 1.58908 1.67773 1.68685 11.51334 11.85097 19.99844 19.99974 1.853E-04 1.614E-04 1.470E-04 1.172E-04 1.091E-04 1.018E-04 8.822E-05 6.491E-05 40.138 40.153 51.249 51.633 51.635 74.317 75.895 76.087 40.13765 40.15329 51.24949 51.63274 51.63535 74.31658 75.89523 76.08685 5.470E-05 4.411E-05 4.125E-05 3.282E-05 3.053E-05 3.029E-05 2.478E-05 2.217E-05 86.809 86.813 87.268 88.599 88.605 91.610 91.781 91.871 86.80894 86.81286 87.26782 88.59879 88.60532 91.61010 91.78087 91.87083 1.228E-05 1.156E-05 6.937E-06 4.687E-06 3.469E-06 93.302 96.886 99.836 99.997 100.000 93.30217 96.88577 99.83581 99.99745 100.00010 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 OR EXCEEDED.
2.690E-04 21.544 21.54450 6.105E-05 82.837 82.83687 1.817E-05 93.207 93.20701 ERROR IN NORMAL TRANSFORMATION FOR A( 35)= 100.00010 I
XQSAVE(K,I) 1
-5.77827 2
-8.29147 3
-9.19296 4
-9.81370 5
-12.27067 3.570E-03 1.915E-03 1.377E-03
- 8. 290E-04
- 5. 884E-04 XQINT(K,I)
XQSLOP(K,I)
-8.88611
-1.39715
-8.64725
-0.83593
-8.32084
-1.33593
-8.87774
-0.83757 NUMXQ(K)=
5 1.000 3.000 5.000 10.000 15.000 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.000 3.000 5.000 10.000 15.000 2.506E-04 33.504 33.50366 5.961E-05 82.927 82.92683 1.641E-05 93.208 93.20831 K
18 18 18 18 18
4.481E-04
- 3. 547E-04
- 2. 876E-04
- 2. 423E-04 2.170E-04 1.950E-04 1.756E-04 1.581E-04 1.421E-04 1.273E-04 1.133E-04 9.889E-05 7.909E-05 6.095E-05 4.767E-05 1.377E-03 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 FIVEXQ(K)= 1.377E-03 HIGHPR
-2.81521 0.24:
-1.82315 3.414
-2.96977 0.149
-3.18167 0.073:
-3.39712 0.034
-3.40843 0.032
-3.38989 0.034
-3.01546 0.128
-2.85909 0.212
-2.82939 0.23:
-2.88018 0.198
-2.91490 0.177
-2.85812 0.213
-2.72235 0.324
-2.62375 0.434
-2.57624 0.499 HOURS (K) 21.35069 299.07210 13.05394 6.41393 2.98297 2.86235 3.06285 11.23951 18.60947 20.42755 17.40856 15.58474 18.66639 28.39170 38.09248 43.74879 PR 373 406 902 322 405 268 496 830 244 319 873 791 309 A11 485 942 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 FIVEPR(K)= 5.000 GRNDVT (K) 7.87732 9.39436 6.44676 4.40237 2.83178 2.41759 3.30319 6.50848 9.42731 10.03538 8.37467 6.09878 4.63294 4.61778 5.74537 7.88595 TOTHRS 21.35069 320.42270 333.47670 339.89060 342.87360 345.73590 348.79880 360.03830 378.64780 399.07530 416.48390 432.06860 450.73500 479.12670 517.21920 560.96800 K
FIVEXQ SVANN 1 1.056E-03 2.855E-05 SLTIME TIMINT
-0.4306
-6.5548 1
8.0
-7.45020 K= 18 TIME XQT
2 8.238E-04 2.659E-05 3 7.271E-04 1.783E-05 4 4.468E-04 9.737E-06 5 3.193E-04 6.013E-06 6 3.113E-04 7.170E-06 7 3.389E-04 8.596E-06 8 7.387E-04 1.970E-05 9 1.050E-03 3.159E-05 10 1.095E-03 4.770E-05 11 9.663E-04 2.704E-05 12 8.771E-04 2.165E-05 13 9.657E-04 3.033E-05
-0.4095
-6.8177
-0.4422
-6.9200
-0.4563
-7.3971
-0.4737
-7.7209
-0.4497
-7.7629 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 1
8.0 2
16.0 3
72.0 4
624.0
-0.4382
-7.6861 1
8.0 2
16.0 3
72.0 4
624.0
-0.4322
-6.9111
-0.4178
-6.5694 1
2 3
4 8.0 16.0 72.0 624.0 1
8.0 2
16.0 3
72.0 4
624.0
-0.3737
-6.5581 1
8.0 2
16.0 3
72.0 4
624.0
-0.4265
-6.6464
-0.4414
-6.7329
-0.4127
-6.6565 1
2 3 4 1
2 3
4 8.0 16.0 72.0 624.0 8.0 16.0 72.0 624.0
-7.74865
-8.39628
-9.32612
-7.66921
-7.95304
-8.56893
-9.45319
-7.83954
-8.14606
-8.81119
-9.76614
-8.34600
-8.66229
-9.34861
-10.33401
-8.70606
-9.03443
-9.74698
-10.77001
-8.69811
-9.00983
-9.68625
-10.65741
-8.59731
-8.90105
-9.56014
-10.50643
-7.80983
-8.10941
-8.75948
-9.69281
-7.43826
-7.72789
-8.35636
-9.25869
-7.33521
-7.59424
-8.15632
-8.96333
-7.53329
-7.82891
-8.47038
-9.39137
-7.65086
-7.95684
-8.62079
-9.57405
14 1.301E-03 3.892E-05 15 1.604E-03 4.629E-05 16 1.766E-03 5.826E-05 17 2.589E-03 5.826E-05 18 1.377E-03 5.826E-05
-0.4185
-6.3544
-0.4228
-6.1421
-0.4069
-6.0569
-0.4525
-5.6428
-0.3772
-6.3260 1
8.0 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 1
8.0 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
-7.51476
-7.80084
-8.42160
-9.31286
-7.22472
-7.51482
-8.14431
-9.04811
-7.02129
-7.31436
-7.95031
-8.86338
-6.90296
-7.18499
-7.79696
-8.67561
-6.58371
-6.89735
-7.57794
-8.55509
-7.11046
-7.37193
-7.93932
-8.75394
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE:
GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED
- FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1 145 RELATIVE CONCENTRATION (X/Q)
VALUES (SEC/CUBIC METER)
VERSUS AVERAGING TIME 0-2 HOURS 1.06E-03 8.24E-04 7.27E-04 4.47E-04
- 3. 19E-04 3.11E-04 3.39E-04 7.39E-04
- 1. 05E-03
- 1. 09E-03 9.66E-04 8.77E-04
- 9. 66E-04 1.30E-03
- 1. 60E-03 1.77E-03 1.77E-03 2.59E-03 1.38E-03 0-8 HOURS 5.81E-04 4.67E-04
- 3. 94E-04 2.37E-04
- 1. 66E-04
- 1. 67E-04 1.85E-04 4.06E-04
- 5. 88E-04
- 6. 52E-04 5.35E-04 4.76E-04 5.45E-04
- 7. 28E-04 8.93E-04 1.00E-03 1.38E-03
- 8. 17E-04 8-24 HOURS 4.31E-04 3.52E-04 2.90E-04 1.73E-04 1.19E-04
- 1. 22E-04 1.36E-04
- 3. 01E-04 4.40E-04 5.03E-04 3.98E-04 3.50E-04 4.09E-04 5.45E-04 6.66E-04 7.58E-04 1.01E-03 6.29E-04 1-4 DAYS 2.26E-04 1.90E-04 1.49E-04 8.71E-05
- 5. 85E-05 6.21E-05 7.05E-05 1.57E-04
- 2. 35E-04
- 2. 87E-04
- 2. 1OE-04
- 1. 80E-04
- 2. 20E-04
- 2. 90E-04 3.53E-04
- 4. 11E-04
- 8. 91E-05 7.84E-05 5.74E-05 3.25E-05 2.10E-05 2.35E-05 2.74E-05 6.17E-05 9.53E-05 1.28E-04 8.34E-05 6.95E-05 9.03E-05 1.18E-04 1.41E-04 1.71E-04 2.86E-05
- 2. 66E-05
- 1. 78E-05
- 9. 74E-06
- 6. 01E-06
- 7. 17E-06
- 8. 60E-06
- 1. 97E-05 3.16E-05
- 4. 77E-05
- 2. 70E-05
- 2. 17E-05
- 3. 03E-05
- 3. 89E-05
- 4. 63E-05
- 5. 83E-05 DOWNWIND DISTANCE SECTOR (METERS)
S 425.
SSW 425.
SW 425.
WSW 425.
W 425.
WNW 425.
NW 425.
NNW 425.
N 425.
NNE 425.
NE 425.
ENE 425.
E 425.
ESE 425.
SE 425.
SSE 425.
MAX X/Q SRP 2.3.4 425.
SITE LIMIT 1.93E-04 1.58E-04 SECTOR 21.4 299.1 13.1 6.4 3.0 2.9 3.1 11.2 18.6 20.4 17.4 15.6 18.7 28.4 38.1 43.7 561.0
- 5. 83E-05 5.83E-05 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.
TOTAL HOURS AROUND SITE:
DOWNWIND SECTOR S
WNW NW NNW N
NNE NE ENE E
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=1236.SQ.METERS 0.20 7242.
3.09 7242.
3.84 7242.
0.10 7242.
0.10 7242.
3.91 7242.
1.74 7242.
0.07 7242.
0.28 5.05 1.59 0.03 0.01 4.37 26.73 10.81 0.60 0.05 7.36 10.72 0.89 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
A A
A A
B B
B B
C C
C C
D D
B D
B E
E E
E F
F F
F G
G G
G 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 0.3 1.5 3.2 5.3 0.3 1.5 3.2 5.3 7242.
7242.
7242.
7242.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
0.
1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 152.5 152.5 152.5 152.5 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 67.2 407.7 67.2 407.7 67.2 358.6 67.2 325.7 40.8 311.7 40.8 311.7 40.8 257.7 40.8 225.9 24.7 256.8 24.7 256.8 24.7 189.9 24.7 157.0 0.19 7242.
5.49 7242.
0.88 7242.
0.03 7242.
1.33 10.03 0.50 0.02 2.083E-07
- 9. 723E-08
- 5. 834E-08 3.942E-08 2.595E-07 1.211E-07
- 7. 265E-08 4.909E-08 8.782E-07
- 4. 098E-07 2.459E-07 1.661E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.915E-07
- 3. 633E-05 7.785E-06 4.131E-06
- 2. 729E-06
- 7. 834E-05 1.679E-05 9.476E-06 6.485E-06 1.567E-04 3.358E-05
- 2. 119E-05 1.538E-05
- 2. 083E-07 9.719E-08 5.831E-08 3.940E-08
- 2. 593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07
- 4. 092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06 1.937E-06
- 1. 162E-06 7.853E-07 4.544E-05 9.736E-06 4.544E-06 2.726E-06 1.059E-04 2.268E-05 1.059E-05 6.352E-06 2.389E-04 5.120E-05 2.389E-05 1.434E-05 2.083E-07 9.719E-08
- 5. 831E-08 3.940E-08
- 2. 593E-07 1.210E-07 7.261E-08
- 4. 906E-08
- 8. 768E-07
- 4. 092E-07 2.455E-07
- 1. 659E-07 1.717E-05
- 3. 680E-06
- 1. 835E-06 1.162E-06
- 7. 853E-07 3.633E-05 7.785E-06
- 4. 131E-06 2.726E-06 7.834E-05 1.679E-05 9.476E-06 6.352E-06 1.567E-04
- 3. 358E-05
- 2. 119E-05 1.434E-05
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
S SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 1.434E-05 1.334 1.524 1.579 11.607 12.104 12.110 17.604 17.621 0.10511 0.12007 0.12437 0.91435 0.95346 0.95393 1.38672 1.38803 6.352E-06 4.131E-06 3.680E-06 2.726E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 25.895 36.618 40.987 41.881 68.607 79.413 79.695 80.290 2.03982 2.88455 3.22870 3.29910 5.40440 6.25565 6.27781 6.32474 2.455E-07 2.083E-07 1.659E-07 1.210E-07 9.719E-08 7.261E-08 5.831E-08 4.906E-08 87.026 87.224 87.257 91.163 94.258 95.995 99.835 99.901 6.85530 6.87094 6.87355 7.18120 7.42497 7.56185 7.86428 7.86950 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 HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
I 1 2
3 4
5 1.882 9.143 6.371 XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-8.76125 -15.38315
-2.15298
-10.30170 -20.50152
-4.32161
-12.51256 -17.83953
-2.88161
-13.20823 -23.25153
-6.24898
-13.66575 NUMXQ(K)=
5 2E-04 0.079 3E-05 0.236 IE-05 0.394 OR EXCEEDED.
9.476E-06 18.498 1.45712 4.092E-07 85.338 6.72233 3.940E-08 100.000 7.87732 7.785E-06 25.862 2.03722 2.593E-07 85.437 6.73015 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)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
0.913 3.226 5.401 6.252 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.000 3.000 5.000 K
1 1
1 1
1
3.778E-05 2.211E-05 1.360E-05 9.198E-06 6.617E-06 4.971E-06 3.857E-06 3.260E-06 2.836E-06 2.495E-06 2.215E-06 1.981E-06 1.725E-06 1.391E-06 5.346E-05 ANNUAL AVERAGE K=
1 FIVEXQ(K)= 5.346E-05 FIVEPR(K)= 6.347 0.788 1.182 1.575 1.969 2.363 2.757 3.151 3.545 3.939 4.333 4.726 5.120 5.514 5.908 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 0.5 1.28E-07 6.35
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 CLASS METER/SEC PERCENT METERS METERS METERS AT 10.0 METERS 0.12 2.11 2.19 0.03 7242.
7242.
7242.
7242.
0.14 7242.
2.64 7242.
1.58 7242.
0.04 7242.
0.25 7242.
3.69 7242.
1.86 7242.
0.07 7242.
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 7.9 10.7 0.3 1.5 3.2 5.3 A
A A
A B
B B
B C
C C
C D
D D
D D
D E
E E
E E
E F
F F
F G
G G
0.08 7242.
2.43 7242.
0.08 7242.
0.01 7242.
0.81 7242.
6.08 7242.
0.01 7242.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
SIGMA-Y METERS 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 152.5 152.5 152.5 SIGMA-Z MEANDER-SY METERS 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 110.6 67 2 67.2 67.2 67.2 67.2 67.2 40.8 40.8 40.8 40.8 24.7 24.7 24.7 METERS 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 450.2 407.7 407.7 358.6 325.7 320.2 320.2 311.7 311.7 257.7 225.9 256.8 256.8 189.9 CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.083E-07
- 9. 723E-08 5.834E-08 3.942E-08 2.595E-07 1.211E-07 7.265E-08 4.909E-08 8.782E-07
- 4. 098E-07 2.459E-07 1.661E-07
- 1. 717E-05 3.680E-06 1.835E-06
- 1. 162E-06
- 7. 915E-07
- 7. 834E-05 1.679E-05 9.476E-06 6.485E-06 1.567E-04 3.358E-05 2.119E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08
- 8. 768E-07
- 4. 092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06 7.853E-07 5.811E-07
- 4. 544E-05 9.736E-06 4.544E-06
- 2. 726E-06 1.842E-06 1.363E-06 1.059E-04 2.268E-05 1.059E-05 6.352E-06 2.389E-04 5.120E-05 2.389E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.717E-05 3.680E-06
- 1. 835E-06
- 1. 162E-06
- 7. 853E-07 5.811E-07
- 3. 633E-05 7.785E-06 4.131E-06 2.726E-06 1.842E-06 1.363E-06
- 7. 834E-05
- 1. 679E-05
- 9. 476E-06 6.352E-06 1.567E-04 3.358E-05 2.119E-05 0.01 4.59 35.69 19.25 0.86 0.01 0.05 6.97 7.69 0.60 0.04 0.01 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
0.3 1.5 3.2 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 0.809 0.893 0.944 7.022 7.036 7.042 9.471 9.554 0.07597 0.08386 0.08871 0.65968 0.66099 0.66158 0.88971 0.89753 4.131E-06 3.680E-06 2.726E-06 1.842E-06 1.835E-06 1.363E-06 1.162E-06 8.768E-07 24.221 28.814 29.411 29.453 65.143 65.156 84.403 84.653 2.27543 2.70692 2.76297 2.76688 6.11973 6.12103 7.92912 7.95258 4.092E-07 2.593E-07 2.455E-07 2.083E-07 1.659E-07 1.210E-07 9.719E-08 7.261E-08 89.218 89.357 91.216 91.341 91.411 94.047 96.156 97.738 8.38146 8.39450 8.56918 8.58091 8.58743 8.83511 9.03326 9.18187 3.940E-08 100.000 9.39435 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 OR EXCEEDED.
7.785E-06 16.520 1.55193 7.853E-07 85.513 8.03340 5.831E-08 99.931 9.38784 EXCEEDED WHEN THE WIND BLOWS INTO THIS SECTOR ONLY HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-8.76125
-15.81768
-2.22516
-10.30170 -20.21644
-3.99962
-12.51256 -16.02922
-1.82575
-13.20823
-18.44430
-3.38878 6.352E-06 16.534 1.55324 5.811E-07 85.527 8.03471 4.906E-08 99.972 9.39175 K
I 2
1 2
2 2
3 2
4 0.659 2.704 6.116 7.925 9.384
2 5
-13.66575
-59.19108 -32.28498 2
6
-16.65743 NUMXQ(K)=
6 1.364E-04 0.094 1.000 6.396E-05 0.282 3.000 4.374E-05 0.470 5.000 2.006E-05 0.939 10.000 1.079E-05 1.409 15.000 6.806E-06 1.879 20.000 4.694E-06 2.349 25.000 3.564E-06 2.818 30.000 3.147E-06 3.288 35.000 2.818E-06 3.758 40.000 2.550E-06 4.227 45.000 2.328E-06 4.697 50.000 2.140E-06 5.167 55.000 1.979E-06 5.637 60.000 1.839E-06 6.106 65.000 1.621E-06 6.576 70.000 1.436E-06 7.046 75.000 1.280E-06 7.515 80.000 1.028E-06 7.985 85.000 3.780E-07 8.455 90.000 4.169E-05 0.5 5.32 ANNUAL AVERAGE
=
1.20E-07 K=
2 FIVEXQ(K)= 4.169E-05 FIVEPR(K)= 5.322
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 0.22 7242.
3.78 7242.
2.73 7242.
0.02 7242.
0.28 7242.
3.90 7242.
1.27 7242.
0.38 7242.
4.77 7242.
1.54 7242.
0.06 7242.
1.5 3.3 5.5 8.1 1.5 3.3 5.5 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 10.7 A
A A
A B
B B
C C
C C
D D
D D
D E
E E
E E
F F
F F
F G
G
- 0.
0.
0.3 1.00 7242.
1.5 7.52 7242.
SIGMA-Y METERS 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 221.0 SIGMA-Z MEANDER-SY METERS 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 40.8 40.8 40.8 40.8 40.8 METERS 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 320.2 311.7 311.7 257.7 225.9 221.0 CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.083E-07 9.723E-08 5.834E-08 3.942E-08 2.595E-07
- 1. 211E-07 7.265E-08 8.782E-07 4.098E-07 2.459E-07 1.661E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.915E-07 3.633E-05 7.785E-06 4.131E-06 2.729E-06 1.388E-06 7.834E-05 1.679E-05 9.476E-06 6.485E-06 4.479E-06
- 2. 083E-07 9.719E-08
- 5. 831E-08 3.940E-08
- 2. 593E-07 1.210E-07 7.261E-08 8.768E-07
- 4. 092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06 7.853E-07 4.544E-05 9.736E-06 4.544E-06 2.726E-06 1.363E-06 1.059E-04 2.268E-05 1.059E-05
- 6. 352E-06 4.292E-06 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08
- 8. 768E-07 4.092E-07 2.455E-07
- 1. 659E-07
- 1. 717E-05 3.680E-06 1.835E-06
- 1. 162E-06 7.853E-07
- 3. 633E-05
- 7. 785E-06
- 4. 131E-06 2.726E-06 1.363E-06 7.834E-05 1.679E-05 9.476E-06 6.352E-06 4.292E-06
- 0.
152.5 24.7 256.8 1.567E-04 2.389E-04 1.567E-04
- 0.
152.5 24.7 256.8 3.358E-05 5.120E-05 3.358E-05 0.01 8.43 36.52 7.38 0.12 0.06 8.49 7.14 0.20 0.04 0.13 3.62 0.32 0.02 0.02 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
0.3 1.5 3.2 5.3 7.9 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 1.717E-05 1.679E-05 9.476E-06 7.785E-06 6.352E-06 4.292E-06 1.001 1.126 1.189 8.711 8.723 12.342 12.666 21.159 21.179 21.199 0.06453 0.07259 0.07665 0.56158 0.56233 0.79568 0.81653 1.36404 1.36535 1.36665 4.131E-06 3.680E-06 2.726E-06 1.835E-06 1.363E-06 1.162E-06 8.768E-07 7.853E-07 4.092E-07 2.593E-07 28.337 36.769 36.971 73.490 73.531 80.911 81.296 81.417 86.189 86.472 1.82682 2.37042 2.38345 4.73774 4.74035 5.21616 5.24093 5.24875 5.55640 5.57465 2.455E-07 2.083E-07 1.659E-07 1.210E-07 9.719E-08 7.261E-08 5.831E-08 3.940E-08 88.009 88.231 88.292 92.195 95.976 97.250 99.980 100.000 5.67373 5.68807 5.69198 5.94357 6.18734 6.26947 6.44545 6.44676 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 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE( 2)=
0.561 HANDCHECK GRAPH:
SLOPE LT 1-.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
2.368 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
4.734 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
5.212 HANDCHECK GRAPH:
SLOPE LT 1-.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
6.442 K
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 3 1
-8.76125 -16.02506
-2.25700 3
2
-10.30170
-20.44427
-3.99972 3
3
-12.51256 -16.93610
-2.23066 3
4
-13.20823 -29.61541
-9.81761 3
5
-13.66575
-59.57309 -28.25769 3
6
-16.65743 NUMXQ(K)=
6 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.568E-04 0.064 1.000
7.452E-05 5.140E-05 2.763E-05 1.530E-05 9.875E-06 6.948E-06 5.169E-06 4.OOOE-06 3.396E-06
- 3. 030E-06
- 2. 731E-06 2.482E-06 2.271E-06
- 2. 090E-06
- 1. 933E-06 1.667E-06 1.226E-06 5.856E-07 2.623E-07
- 3. 678E-05 ANNUAL AVERAGE
=
K=
3 FIVEXQ(K)= 3.678E-05 FIVEPR(K)= 7.756 0.193 0.322 0.645 0.967 1.289 1.612 1.934 2.256 2.579 2.901 3.223 3.546 3.868 4.190 4.513 4.835 5.157 5.480 5.802 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 0.5 8.27E-08 7.76
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 METERS METERS METERS AT 10.0 METERS 0.30 7242.
8.29 7242.
1.10 7242.
0.38 7242.
5.21 7242.
0.47 7242.
0.92 7242.
7.11 7242.
0.59 7242.
0.02 13.12 35.18 2.69 0.03 7242.
7242.
7242.
7242.
7242.
A A
A B
B B
C C
C D
D D
D D
E E
E E
F F
F G
G G
1.5 3.3 5.5 1.5 3.3 5.5 1.5 3.3 5.5 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.3 1.5 3.2 7242.
7242.
7242.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
SIGMA-Y METERS 1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 152.5 152.5 152.5 SIGMA-Z MEANDER-SY METERS 1000.0 1000.0 1000.0 953.7 953.7 953.7 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 METERS 1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 67.2 407.7 67.2 407.7 67.2 358.6 67.2 325.7 40.8 311.7 40.8 311.7 40.8 257.7 24.7 256.8 24.7 256.8 24.7 189.9
- CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS
- 2. 083E-07 9.723E-08
- 5. 834E-08
- 2. 595E-07
- 1. 211E-07 7.265E-08 8.782E-07 4.098E-07 2.459E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.915E-07
- 3. 633E-05 7.785E-06 4.131E-06
- 2. 729E-06 7.834E-05 1.679E-05 9.476E-06 1.567E-04 3.358E-05 2.119E-05 2.083E-07 9.719E-08
- 5. 831E-08 2.593E-07 1.210E-07
- 7. 261E-08 8.768E-07 4.092E-07 2.455E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06
- 7. 853E-07 4.544E-05 9.736E-06 4.544E-06
- 2. 726E-06 1.059E-04 2.268E-05 1.059E-05 2.389E-04 5.120E-05 2.389E-05 2.083E-07 9.719E-08 5.831E-08
- 2. 593E-07 1.210E-07 7.261E-08 8.768E-07 4.092E-07 2.455E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06
- 7. 853E-07 3.633E-05 7.785E-06 4.131E-06 2.726E-06
- 7. 834E 1.679E 9.476E
- 1. 567E 3.358E
- 2. 119E
-05
-05
-06
-04
-05
-05 0.07 7242.
9.74 7242.
5.00 7242.
0.18 7242.
0.11 7242.
3.23 7242.
0.36 7242.
0.69 5.18 0.03 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 0.690 0.801 0.873 6.055 6.085 6.103 9.330 9.686 0.03035 0.03527 0.03844 0.26657 0.26788 0.26867 0.41076 0.42641 3.680E-06 2.726E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 4.092E-07 2.593E-07 37.550 37.728 72.906 75.600 76.518 76.548 83.655 84.040 1.65309 1.66091 3.20958 3.32821 3.36862 3.36992 3.68278 3.69973 1.210E-07 9.719E-08 7.261E-08 5.831E-08 90.139 98.431 98.904 100.000 3.96827 4.33328 4.35413 4.40237 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 OR EXCEEDED.
7.785E-06 19.428 0.85529 2.455E-07 84.632 3.72580 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 1
-8.76125 -16.98856
-2.39960 2
-10.30170 -18.96058
-3.10726 3
-13.20823
-52.73366 -21.35055 4
-16.14660 NUMXQ(K)=
4 1.226E-04 0.044 5.697E-05 0.132 3.891E-05 0.220 2.OOOE-05 0.440 1.289E-05 0.660 9.319E-06 0.880 1.000 3.000 5.000 10.000 15.000 20.000 4.131E-06 24.432 1.07560 2.083E-07 84.928 3.73884 K
4 4
4 4
0.266 3.207 4.330
7.188E-06 5.781E-06 4.789E-06
- 4. 054E-06 3.490E-06
- 3. 046E-06
- 2. 688E-06 2.394E-06
- 2. 149E-06 1.942E-06 1.401E-06 7.523E-07
- 4. 169E-07 2.375E-07
- 1. 746E-05 ANNUAL AVERAGE =
K=
4 FIVEXQ(K)= 1.746E-05 FIVEPR(K)=11.358 1.101 1.321 1.541 1.761 1.981 2.201 2.421 2.641 2.862 3.082 3.302 3.522 3.742 3.962 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 11.36 0.5
- 6. 73E-08
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=1236.SQ.METERS 0.87 7242.
7.60 7242.
0.37 7242.
0.78 7242.
5.80 7242.
0.23 7242.
1.70 7242.
6.49 7242.
0.23 7242.
0.02 16.99 33.38 1.66 0.09 0.09 12.29 3.96 0.41 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
A A
A B
B B
C C
C D
D D
D B
E E
E E
F F
F G
G G
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 1.5 3.3 5.5 1.5 3.3 5.5 1.5 3.3 5.5 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.3 1.5 3.2 1000.0 1000.0 1000.0 953.7 953.7 953.7 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 40.8 40.8 40.8 24.7 24.7 24.7 1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 311.7 311.7 257.7 256.8 256.8 189.9 2.083E-07 9.723E-08 5.834E-08
- 2. 083E-07 9.719E-08
- 5. 831E-08 2.595E-07 2.593E-07 1.211E-07 1.210E-07 7.265E-08 7.261E-08 8.782E-07 4.098E-07 2.459E-07 1.717E-05 3.680E-06
- 1. 835E-06 1.162E-06 7.915E-07
- 3. 633E-05 7.785E-06 4.131E-06
- 2. 729E-06 7.834E-05
- 1. 679E-05 9.476E-06 1.567E-04
- 3. 358E-05
- 2. 119E-05 8.768E-07
- 4. 092E-07 2.455E-07
- 1. 937E-05
- 4. 151E-06 1.937E-06 1.162E-06 7.853E-07 4.544E-05
- 9. 736E-06
- 4. 544E-06 2.726E-06
- 1. 059E-04 2.268E-05 1.059E-05
- 2. 389E-04 5.120E-05 2.389E-05 0.11 7242.
3.13 7242.
0.05 7242.
0.43 7242.
3.27 7242.
0.05 7242.
152.5 152.5 152.5
- 2. 083E-07 9.719E-08
- 5. 831E-08 2.593E-07 1.210E-07 7.261E-08 8.768E-07 4.092E-07 2.455E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.853E-07 3.633E-05 7.785E-06 4.131E-06 2.726E-06 7.834E-05 1.679E-05
- 9. 476E-06 1.567E-04 3.358E-05
- 2. 119E-05
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
W SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 7.785E-06 4.131E-06 0.435 0.543 0.634 3.903 3.949 3.972 7.102 7.148 19.440 23.399 0.01232 0.01538 0.01796 0.11051 0.11182 0.11248 0.20112 0.20243 0.55049 0.66260 3.680E-06 2.726E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 4.092E-07 2.593E-07 2.455E-07 2.083E-07 40.385 40.800 74.175 75.832 77.535 77.627 84.118 84.901 85.131 86.006 1.14362 1.15535 2.10046 2.14739 2.19562 2.19823 2.38204 2.40420 2.41072 2.43548 1.210E-07 9.719E-08 7.261E-08 5.831E-08 91.806 99.402 99.632 100.000 2.59974 2.81483 2.82135 2.83178 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 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
0.110 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
1.142 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
2.098 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
2.812 K
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 5 1
-8.76125
-18.08873
-2.54418 5
2
-10.30170
-18.92494
-2.81739 5
3
-12.51256 -19.05176
-2.87311 5
4
-13.20823
-61.12928 -23.56155 5
5
-16.14660 NUMXQ(K)=
5 8.981E-05 0.028 1.000 4.094E-05 0.085 3.000 2.718E-05 0.142 5.000 1.468E-05 0.283 10.000
1.004E-05 7.588E-06 6.070E-06 5.036E-06
- 4. 286E-06 3.718E-06 3.266E-06 2.902E-06 2.604E-06 2.356E-06 2.146E-06 1.966E-06 1.647E-06 8.707E-07 4.757E-07 2.676E-07 8.575E-06 ANNUAL AVERAGE K=
5 FIVEXQ(K)= 8.575E-06 FIVEPR(K)=17.657 0.425 0.566 0.708 0.850 0.991 1.133 1.274 1.416 1.557 1.699 1.841 1.982 2.124 2.265 2.407 2.549 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 17.66 0.5 2.65E-08
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 METERS METERS METERS AT 10.0 METERS 1.5 3.3 1.5 3.3 5.5 1.5 3.3 5.5 0.3 1.5 3.3 5.5 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.3 1.5 3.2 1.08 7242.
10.35 7242.
0.86 6.25 0.16 2.00 6.04 0.11 0.03 20.87 27.28 1.08 0.09 12.35 3.24 0.27 0.12 3.56 0.05 0.49 3.67 0.05 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS
- 0.
1000.0 1000.0 1000.0
- 0.
1000.0 1000.0 1000.0
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
842.0 842.0 842.0 639.4 639.4 639.4 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 152.5 152.5 152.5 953.7 953.7 953.7 371.0 371.0 371.0 110.6 110.6 110.6 110.6 842.0 842.0 842.0 639.4 639.4 639.4 511.8 511.8 478.9 454.0 B
B B
C C
C D
D D
D E
E E
E F
F F
G G
G
- CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.083E-07 2.083E-07 2.083E-07 9.723E-08 9.719E-08 9.719E-08 2.595E-07 1.211E-07
- 7. 265E-08 8.782E-07 4.098E-07 2.459E-07 1.717E-05 3.680E-06
- 1. 835E-06
- 1. 162E-06
- 3. 633E-05
- 7. 785E-06
- 4. 131E-06
- 2. 729E-06
- 7. 834E-05
- 1. 679E-05 9.476E-06 1.567E-04 3.358E-05
- 2. 119E-05 2.593E-07
- 1. 210E-07
- 7. 261E-08 8.768E-07
- 4. 092E-07 2.455E-07
- 1. 937E-05 4.151E-06
- 1. 937E-06 1.162E-06 4.544E-05 9.736E-06 4.544E-06
- 2. 726E-06 1.059E-04 2.268E-05
- 1. 059E-05 2.389E-04
- 5. 120E-05
- 2. 389E-05 2.593E-07 1.210E-07 7.261E-08 8.768E-07 4.092E-07 2.455E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06
- 3. 633E-05 7.785E-06 4.131E-06 2.726E-06
- 7. 834E-05 1.679E-05 9.476E-06 1.567E-04 3.358E-05 2.119E-05 67.2 407.7 67.2 407.7 67.2 358.6 67.2 325.7 40.8 311.7 40.8 311.7 40.8 257.7 24.7 256.8 24.7 256.8 24.7 189.9
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 7.785E-06 4.131E-06 0.488 0.611 0.702 4.369 4.423 4.452 8.010 8.064 20.412 23.648 0.01179 0.01477 0.01698 0.10563 0.10693 0.10762 0.19366 0.19496 0.49349 0.57170 3.680E-06 2.726E-06 1.835E-06 1.162E-06 8.768E-07 4.092E-07 2.593E-07 2.455E-07 2.083E-07 1.210E-07 44.515 44.785 72.069 73.147 75.142 81.182 82.044 82.152 83.231 89.485 1.07619 1.08271 1.74233 1.76840 1.81663 1.96264 1.98349 1.98610 2.01217 2.16339 9.719E-08 7.261E-08 99.838 100.000 2.41368 2.41759 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 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
0.106 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
1.075 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
1.740 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
2.411 K
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 6 1
-8.76125 -18.15543
-2.55469 6
2
-10.30170 -19.07016
-2.85224 6
3
-12.51256 -20.99634
-3.69004 6
4
-13.20823 -59.08058
-21.73449 6
5
-16.14660 NUMXQ(K)=
5 9.710E-05 0.024 1.000 4.452E-05 0.073 3.000 2.992E-05 0.121 5.000 1.617E-05 0.242 10.000
1.108E-05 8.385E-06 6.716E-06
- 5. 578E-06 4.753E-06 4.128E-06
- 3. 625E-06 3.125E-06
- 2. 727E-06 2.405E-06
- 2. 139E-06 1.917E-06 1.291E-06 7.275E-07 4.222E-07 2.516E-07 8.112E-06 ANNUAL AVERAGE K=
6 FIVEXQ(K)= 8.112E-06 FIVEPR(K)=20.682 0.363 0.484 0.604 0.725 0.846 0.967 1.088 1.209 1.330 1.451 1.571 1.692 1.813 1.934 2.055 2.176 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 20.68 0.5 4.22E-08
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 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=1236.SQ.METERS 0.59 11.68 1.07 7242.
7242.
7242.
0.63 7242.
6.79 7242.
0.51 7242.
1.50 7242.
7.38 7242.
0.24 7242.
0.02 15.08 26.13 3.24 0.04 0.08 11.17 5.09 0.59 0.12 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
1.5 3.3 5.5 1.5 3.3 5.5 1.5 3.3 5.5 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 A
A A
B B
B C
C C
D D
D D
D E
E E
E E
F F
F F
G G
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 1000.0 1000.0 1000.0 842.0 842.0 842.0 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 320.2 40.8 311.7 40.8 311.7 40.8 257.7 40.8 225.9 2.083E-07 9.723E-08
- 5. 834E-08 2.595E-07 1.211E-07
- 7. 265E-08 8.782E-07 4.098E-07 2.459E-07
- 1. 717E-05
- 3. 680E-06
- 1. 835E-06
- 1. 162E-06 7.915E-07
- 3. 633E-05
- 7. 785E-06
- 4. 131E-06 2.729E-06
- 1. 876E-06
- 7. 834E-05
- 1. 679E-05 9.476E-06 6.485E-06 2.083E-07 9.719E-08 5.831E-08
- 2. 593E-07 1.210E-07 7.261E-08
- 8. 768E-07
- 4. 092E-07 2.455E-07
- 1. 937E-05 4.151E-06 1.937E-06 1.162E-06 7.853E-07 4.544E-05
- 9. 736E-06 4.544E-06
- 2. 726E-06 1.842E-06 1.059E-04 2.268E-05 1.059E-05 6.352E-06 2.083E-07 9.719E-08 5.831E-08
- 2. 593E-07 1.210E-07 7.261E-08 8.768E-07
- 4. 092E-07 2.455E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.853E-07 3.633E-05 7.785E-06
- 4. 131E-06
- 2. 726E-06 1.842E-06 7.834E-05 1.679E-05 9.476E-06
- 6. 352E-06
- 0.
152.5 24.7 256.8 1.567E-04 2.389E-04 1.567E-04
- 0.
152.5 24.7 256.8 3.358E-05 5.120E-05 3.358E-05 0.15 7242.
4.38 7242.
0.32 7242.
0.04 7242.
0.3 0.37 7242.
1.5 2.80 7242.
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 1.717E-05 1.679E-05 9.476E-06 7.785E-06 0.373 0.524 0.607 3.409 3.430 7.810 8.126 19.295 0.01232 0.01732 0.02005 0.11261 0.11329 0.25799 0.26842 0.63734 3.680E-06 2.726E-06 1.842E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 4.092E-07 39.501 40.093 40.211 66.337 69.573 71.072 71.112 78.492 1.30478 1.32433 1.32824 2.19122 2.29811 2.34765 2.34895 2.59273 2.083E-07 1.210E-07 9.719E-08 7.261E-08 5.831E-08 79.952 86.740 98.421 98.934 100.000 2.64096 2.86518 3.25104 3.26799 3.30319 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 OR EXCEEDED.
6.352E-06 19.334 0.63864 2.593E-07 79.123 2.61358 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 1
-8.76125
-18.00297
-2.52079 2
-10.30170
-18.22037
-2.59195 3
-11.76333
-18.78123
-2.81709 4
-12.51256
-19.91846
-3.32815 5
-13.20823
-47.91943 -17.21612 6
-16.14660 NUMXQ(K)=
6 8.124E-05 0.033 3.696E-05 0.099 1.000 3.000 4.131E-06 24.425 0.80680 2.455E-07 79.360 2.62141 K
7 7
7 7
7 7
0.112 0.637 1.303 2.189 3.248
2.481E-05 1.396E-05 9.784E-06
- 7. 510E-06 5.983E-06
- 4. 946E-06 4.197E-06
- 3. 621E-06
- 3. 105E-06 2.700E-06 2.375E-06
- 2. 109E-06
- 1. 888E-06
- 1. 244E-06
- 7. 508E-07
- 4. 659E-07
- 2. 962E-07
- 1. 925E-07 9.705E-06 ANNUAL AVERAGE =
K=
7 FIVEXQ(K)= 9.705E-06 FIVEPR (K) =15.137 0.165 0.330 0.495 0.661 0.826 0.991 1.156 1.321 1.486 1.652 1.817 1.982 2.147 2.312 2.477 2.643 2.808 2.973 0.5 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 15.14 3.92E-08
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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
- CHI/Q VALUES (SEC/CUBIC METER)
CLASS METER/SEC PERCENT METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED AT 10.0 METERS CA=1236.SQ.METERS A
1.5 0.10 7242.
- 0.
- 0.
1000.0 1000.0 1000.0 2.083E-07 2.083E-07 2.083E-07 A
3.3 4.19 7242.
- 0.
- 0.
1000.0 1000.0 1000.0 9.723E-08 9.719E-08 9.719E-08 A
5.5 1.86 7242.
- 0.
- 0.
1000.0 1000.0 1000.0 5.834E-08 5.831E-08 5.831E-08 A
8.1 0.02 7242.
- 0.
- 0.
1000.0 1000.0 1000.0 3.942E-08 3.940E-08 3.940E-08 B
1.5 0.26 7242.
- 0.
- 0.
842.0 953.7 842.0 2.595E-07 2.593E-07 2.593E-07 B
3.3 2.94 7242.
- 0.
- 0.
842.0 953.7 842.0 1.211E-07 1.210E-07 1.210E-07 B
5.5 0.74 7242.
- 0.
- 0.
842.0 953.7 842.0 7.265E-08 7.261E-08 7.261E-08 B
8.1 0.02 7242.
- 0.
- 0.
842.0 953.7 842.0 4.909E-08 4.906E-08 4.906E-08 C
1.5 0.32 7242.
- 0.
- 0.
639.4 371.0 639.4 8.782E-07 8.768E-07 8.768E-07 C
3.3 3.87 7242.
- 0.
- 0.
639.4 371.0 639.4 4.098E-07 4.092E-07 4.092E-07 C
5.5 0.74 7242.
- 0.
- 0.
639.4 371.0 639.4 2.459E-07 2.455E-07 2.455E-07 C
8.1 0.04 7242.
- 0.
- 0.
639.4 371.0 639.4 1.661E-07 1.659E-07 1.659E-07 D
0.3 0.01 7242.
- 0.
- 0.
450.2 110.6 511.8 1.717E-05 1.937E-05 1.717E-05 D
1.5 6.75 7242.
- 0.
- 0.
450.2 110.6 511.8 3.680E-06 4.151E-06 3.680E-06 D
3.3 24.90 7242.
- 0.
- 0.
450.2 110.6 478.9 1.835E-06 1.937E-06 1.835E-06 D
5.5 3.97 7242.
- 0.
- 0.
450.2 110.6 454.0 1.162E-06 1.162E-06 1.162E-06 D
8.1 0.42 7242.
- 0.
- 0.
450.2 110.6 450.2 7.915E-07 7.853E-07 7.853E-07 E
0.3 0.11 7242.
- 0.
- 0.
320.2 67.2 407.7 3.633E-05 4.544E-05 3.633E-05 E
1.5 15.38 7242.
- 0.
- 0.
320.2 67.2 407.7 7.785E-06 9.736E-06 7.785E-06 E
3.2 14.62 7242.
- 0.
- 0.
320.2 67.2 358.6 4.131E-06 4.544E-06 4.131E-06 E
5.3 1.70 7242.
- 0.
- 0.
320.2 67.2 325.7 2.729E-06 2.726E-06 2.726E-06 E
7.9 0.10 7242.
- 0.
- 0.
320.2 67.2 320.2 1.876E-06 1.842E-06 1.842E-06 F
0.3 0.30 7242.
- 0.
- 0.
221.0 40.8 311.7 7.834E-05 1.059E-04 7.834E-05 F
1.5 8.79 7242.
- 0.
- 0.
221.0 40.8 311.7 1.679E-05 2.268E-05 1.679E-05 F
3.2 1.38 7242.
- 0.
- 0.
221.0 40.8 257.7 9.476E-06 1.059E-05 9.476E-06 G
0.3 0.75 7242.
- 0.
- 0.
152.5 24.7 256.8 1.567E-04 2.389E-04 1.567E-04 G
1.5 5.63 7242.
- 0.
- 0.
152.5 24.7 256.8 3.358E-05 5.120E-05 3.358E-05 G
3.2 0.08 7242.
- 0.
- 0.
152.5 24.7 189.9 2.119E-05 2.389E-05 2.119E-05 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 0.749 0.04874 3.680E-06 53.813 3.50239 2.083E-07 90.186 5.86972 7.834E-05 1.053 0.06852 2.726E-06 55.515 3.61319 1.659E-07 90.226 5.87232
- 3. 633E-05 1.167 0.07594
- 1. 842E-06 55.615 3.61971
- 1. 210E-07 93.170 6.06395 3.358E-05 6.795 0.44225 1.835E-06 80.512 5.24008 9.719E-08 97.356 6.33640 2.119E-05 6.875 0.44746 1.162E-06 84.477 5.49819 7.261E-08 98.097 6.38464 1.717E-05 6.884 0.44807
- 8. 768E-07 84.798 5.51905
- 5. 831E-08 99.960 6.50587 1.679E-05 15.677 1.02035
- 7. 853E-07 85.218 5.54642 4.906E-08 99.980 6.50717 9.476E-06 17.059 1.11029 4.092E-07 89.084 5.79802 3.940E-08 100.000 6.50848 7.785E-06 32.442 2.11145 2.593E-07 89.344 5.81496 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 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.
XQINT(KI)
XQSLOP(K,I)
-16.23731
-2.26690
-16.36859
-2.31703
-17.19325
-2.67261
-18.69230
-3.41044
-19.15938
-3.66821
-44.57874 -19.33637
- 4. 131E-06 47.063 3.06308 2.455E-07 90.086 5.86320 K
8 8
8 8
8 8
I 1 2
3 4
5 6
XQSAVE(KI)
-8.76125
-10.30170
-10.99488
-11.76333
-12.51256
-13.20823 XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 0.442 1.019 2.109 3.499 5.236 5.494 6.333 RUN DATE: 12/12/97
8 7
-13.66575 -69.32851
-34.81759 8
8
-16.14660 NUMXQ(K)=
8 1.301E-04 0.065 1.000 6.160E-05 0.195 3.000 4.241E-05 0.325 5.000 2.458E-05 0.651 10.000 1.744E-05 0.976 15.000 1.309E-05 1.302 20.000 1.035E-05 1.627 25.000 8.489E-06 1.953 30.000 6.985E-06 2.278 35.000 5.753E-06 2.603 40.000 4.831E-06 2.929 45.000 4.120E-06 3.254 50.000 3.549E-06 3.580 55.000 3.066E-06 3.905 60.000 2.674E-06 4.231 65.000 2.351E-06 4.556 70.000 2.083E-06 4.881 75.000 1.857E-06 5.207 80.000 1.044E-06 5.532 85.000 3.875E-07 5.858 90.000 3.045E-05 0.5 7.68 ANNUAL AVERAGE
=
1.06E-07 K=
8 FIVEXQ(K)= 3.045E-05 FIVEPR(K)= 7.682
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 - 60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=1236.SQ.METERS 0.06 2.17 3.48 0.29 0.01 7242.
7242.
7242.
7242.
7242.
0.08 7242.
1.84 7242.
0.98 7242.
0.15 7242.
1.5 3.3 5.5 8.1 10.9 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.3 5.5 8.1 10.9 A
A A
A A
B B
B B
C C
C C
C D
D D
D D
D E
E E
K E
F F
F F
F G
G G
0.83 7242.
6.21 7242.
0.12 7242.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
1000.0 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 221.0 152.5 152.5 152.5 1000.0 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 40.8 40.8 40.8 40.8 40.8 1000.0 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 450.2 407.7 407.7 358.6 325.7 320.2 311.7 311.7 257.7 225.9 221.0 24.7 256.8 24.7 256.8 24.7 189.9 0.14 1.96 0.91 0.10 0.01 0.01 4.12 17.85 6.25 0.84 0.03 0.14 18.70 16.58 3.33 0.39 0.37 10.65 1.37 0.01 0.01 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
- 2. 083E-07 9.723E-08 5.834E-08 3.942E-08 2.917E-08
- 2. 595E-07 1.211E-07 7.265E-08 4.909E-08 8.782E-07 4.098E-07 2.459E-07
- 1. 661E-07 1.229E-07 1.717E-05
- 3. 680E-06
- 1. 835E-06 1.162E-06 7.915E-07
- 5. 857E-07 3.633E-05 7.785E-06 4.131E-06 2.729E-06 1.876E-06 7.834E-05 1.679E-05 9.476E-06 6.485E-06
- 4. 479E-06
- 1. 567E-04 3.358E-05 2.119E-05 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 2.083E-07 9.719E-08
- 5. 831E-08 3.940E-08
- 2. 916E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07
- 4. 092E-07 2.455E-07
- 1. 659E-07 1.227E-07 1.937E-05
- 4. 151E-06 1.937E-06
- 1. 162E-06 7.853E-07
- 5. 811E-07 4.544E-05 9.736E-06 4.544E-06 2.726E-06 1.842E-06 1.059E-04 2.268E-05
- 1. 059E-05 6.352E-06
- 4. 292E-06 2.389E-04 5.120E-05 2.389E-05 2.083E-07 9.719E-08
- 5. 831E-08 3.940E-08 2.916E-08 2.593E-07
- 1. 210E-07
- 7. 261E-08 4.906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.227E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06
- 7. 853E-07 5.811E-07 3.633E-05 7.785E-06 4.131E-06
- 2. 726E-06 1.842E-06 7.834E-05 1.679E-05 9.476E-06 6.352E-06 4.292E-06 1.567E-04 3.358E-05 2.119E-05 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
N SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 0.826 1.194 1.333 7.541 7.666 7.671 18.319 19.688 0.07788 0.11257 0.12564 0.71095 0.72268 0.72322 1.72698 1.85604 4.292E-06 4.131E-06 3.680E-06 2.726E-06 1.842E-06 1.835E-06 1.162E-06 8.768E-07 38.411 54.990 59.111 62.444 62.831 80.682 86.933 87.071 3.62111 5.18411 5.57259 5.88675 5.92325 7.60619 8.19542 8.20845 4.092E-07 2.593E-07 2.455E-07 2.083E-07 1.659E-07 1.227E-07 1.210E-07 9.719E-08 89.906 89.989 90.901 90.957 91.053 91.067 92.906 95.077 8.47569 8.48351 8.56955 8.57476 8.58389 8.58519 8.75857 8.96323 4.906E-08 3.940E-08 2.916E-08 99.696 99.986 100.000 9.39863 9.42601 9.42731 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 HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
HANDCHECK GRAPH:
OR EXCEEDED.
7.785E-06 38.383 3.61850 7.853E-07 87.914 8.28797 7.261E-08 96.059 9.05579 6.352E-06 38.397 3.61980 5.811E-07 87.942 8.29058 5.831E-08 99.544 9.38429 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)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
7)=
1.725 3.615 5.569 7.602 8.192 9.381 K
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 9 1
-8.76125 -15.49294
-2.12759 9
2
-10.99488
-16.12029
-2.42433 9
3
-11.76333 -18.32696
-3.65217
9 4
-12.51256 9
5
-13.20823 9
6
-13.66575 9
7
-16.65743 1.391E-04 6.739E-05
- 4. 685E-05 2.766E-05 1.989E-05 1.540E-05 1.229E-05 1.016E-05 8.613E-06 7.266E-06
- 5. 951E-06 4.958E-06 4.189E-06
- 3. 563E-06 2.991E-06 2.537E-06
- 2. 171E-06 1.872E-06 1.334E-06 5.454E-07 4.487E-05 ANNUAL AVERAGE
=
-19.44746
-4.35599
-29.57287
-11.42515
-69.47514
-40.08460 NUMXQ(K)=
7 0.094 0.283 0.471 0.943 1.414 1.885 2.357 2.828 3.300 3.771 4.242 4.714 5.185 5.656 6.128 6,599 7.070 7.542 8.013 8.485 0.5 1.75E-07 K=
9 FIVEXQ(K)= 4.487E-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 90.000 5.30 FIVEPR(K)= 5.304
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 CA=1236.SQ.METERS 0.08 7242.
3.08 7242.
4.60 7242.
0.55 7242.
1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 152.5 152.5 152.5 A
A A
A B
B B
B C
C C
C D
D D
D D
E E
E E
E F
F F
F G
G G
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.09 2.12 1.74 0.18 0.13 2.99 1.81 0.13 0.01 4.49 17.85 5.51 0.70 0.12 16.84 15.45 2.12 0.22 0.34 9.83 1.38 0.01 0.88 6.64 0.13 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 320.2 40.8 311.7 40.8 311.7 40.8 257.7 40.8 225.9 24.7 256.8 24.7 256.8 24.7 189.9 2.083E-07
- 9. 723E-08 5.834E-08 3.942E-08
- 2. 595E-07 1.211E-07 7.265E-08 4.909E-08 8.782E-07
- 4. 098E-07 2.459E-07 1.661E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06
- 7. 915E-07 3.633E-05
- 7. 785E-06 4.131E-06
- 2. 729E-06 1.876E-06 2.083E-07
- 9. 719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06
- 7. 853E-07 4.544E-05 9.736E-06
- 4. 544E-06
- 2. 726E-06
- 1. 842E-06 1.059E-04 2.268E-05
- 1. 059E-05 6.352E-06 2.389E-04 5.120E-05 2.389E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07
- 1. 210E-07 7.261E-08
- 4. 906E-08 8.768E-07 4.092E-07 2.455E-07
- 1. 659E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.853E-07 3.633E-05 7.785E-06 4.131E-06 2.726E-06 1.842E-06 7.834E-05 1.679E-05 9.476E-06 6.352E-06 1.567E-04 3.358E-05 2.119E-05
- 7. 834E
- 1. 679E
- 9. 476E 6.485E
- 1. 567E 3.358E
- 2. 119E
-05
-05
-06
-06
-04
-05
-05 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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. 567E-04 0.883 0.08864
- 4. 131E-06 51.625 5.18079 2.455E-07 87.530 8.78393
- 7. 834E-05 1.223 0.12274 3.680E-06 56.120 5.63184 2.083E-07 87.608 8.79175 3.633E-05 1.348 0.13526 2.726E-06 58.237 5.84432 1.659E-07 87.737 8.80478
- 3. 358E-05 7.986 0.80140 1.842E-06 58.458 5.86648 1.210E-07 89.855 9.01727 2.119E-05 8.116 0.81444 1.835E-06 76.306 7.65762 9.719E-08 92.933 9.32622 1.717E-05 8.122 0.81506 1.162E-06 81.814 8.21034 7.261E-08 94.674 9.50090 1.679E-05 17.955 1.80188 8.768E-07 81.944 8.22338
- 5. 831E-08 99.273 9.96238 9.476E-06 19.332 1.94006 7.853E-07 82.645 8.29377 4.906E-08 99.454 9.98063 OR EXCEEDED.
7.785E-06 36.167 3.62952 4.092E-07 85.633 8.59360 3.940E-08 100.000 10.03538 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:
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
XQINT(K,I)
XQSLOP(K,I)
-15.47341
-2.14709
-15.65732
-2.22344
-16.34572
-2.55173
-18.20062
-3.58464
-19.49737
-4.40186
-30.66586 -12.21883 NUMXQ(K)=
7 6.352E-06 36.180 3.63082 2.593E-07 85.724 8.60273 K
10 10 10 10 10 10 10 I
1 2
3 4
5 6
7 XQSAVE(K,I)
-8.76125
-10.30170
-10.99488
-11.76333
-12.51256
-13.20823
-13.66575 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0 XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 0.800 1.800 3.626 5.628 7.654 8.207 RUN DATE: 12/12/97
1.448E-04 6.942E-05
- 4. 798E-05
- 2. 790E-05 1.971E-05 1.500E-05 1.180E-05
- 9. 642E-06
- 8. 087E-06
- 6. 593E-06
- 5. 407E-06
- 4. 510E-06 3.814E-06 3.176E-06 2.655E-06
- 2. 242E-06 1.911E-06 1.347E-06
- 4. 811E-05 ANNUAL AVERAGE K= 10 FIVEXQ(K)= 4.811E.05 FIVEPR(K)= 4.982 0.100 0.301 0.502 1.004 1.505 2.007 2.509 3.011 3.512 4.014 4.516 5.018 5.519 6.021 6.523 7.025 7.527 8.028 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 0.5 2.22E-07 4.98
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE:
GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 MEANDER-SY METERS METERS METERS
- CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 0.09 7242.
3.53 7242.
2.23 7242.
0.26 7242.
0.19 7242.
4.62 7242.
2.46 7242.
0.20 7242.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
A A
A A
A B
B B
B C
C C
C D
D D
D D
E E
E E
E F
F F
F G
G G
0.08 4.47 5.85 0.40 0.02 7242.
7242.
7242.
7242.
7242.
1.5 3.3 5.5 8.1 10.9 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
1000.0 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 1000.0 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 152.5 152.5 152.5 1000.0 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 320.2 40.8 311.7 40.8 311.7 40.8 257.7 40.8 225.9 24.7 256.8 24.7 256.8 24.7 189.9 0.01 4.81 18.17 5.45 0.54 0.10 13.22 11.36 2.02 0.02 0.32 9.26 2.09 0.03 0.93 7.02 0.25 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
2.083E-07 9.723E-08 5.834E-08 3.942E-08 2.917E-08 2.595E-07 1.211E-07 7.265E-08 4.909E-08
- 8. 782E-07 4.098E-07 2.459E-07 1.661E-07 1.717E-05
- 3. 680E-06 1.835E-06 1.162E-06 7.915E-07
- 3. 633E-05 7.785E-06 4.131E-06 2.729E-06 1.876E-06
- 7. 834E-05
- 1. 679E-05
- 9. 476E-06 6.485E-06 1.567E-04 3.358E-05 2.119E-05 2.083E-07 9.719E-08 5.831E-08
- 3. 940E-08
- 2. 916E-08
- 2. 593E-07 1.210E-07 7.261E-08
- 4. 906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06
- 7. 853E-07 4.544E-05 9.736E-06 4.544E-06
- 2. 726E-06 1.842E-06
- 1. 059E-04 2.268E-05 1.059E-05 6.352E-06 2.389E-04 5.120E-05 2.389E-05 2.083E-07 9.719E-08
- 5. 831E-08 3.940E-08
- 2. 916E-08
- 2. 593E-07 1.210E-07 7.261E-08
- 4. 906E-08 8.768E-07 4.092E-07 2.455E-07
- 1. 659E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.853E-07 3.633E-05 7.785E-06 4.131E-06 2.726E-06 1.842E-06 7.834E-05 1.679E-05 9.476E-06 6.352E-06
- 1. 567E-04 3.358E-05
- 2. 119E-05
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 0.934 0.07823
- 4. 131E-06 44.585 3.73387 2.455E-07 82.955 6.94723 7.834E-05 1.254 0.10503 3.680E-06 49.395 4.13668
- 2. 083E-07 83.033 6.95375 3.633E-05 1.352 0.11324 2.726E-06 51.419 4.30615 1.659E-07 83.236 6.97070
- 3. 358E-05 8.372 0.70116
- 1. 842E-06 51.434 4.30745 1.210E-07 86.769 7.26661
- 2. 119E-05 8.621 0.72202 1.835E-06 69.600 5.82875 9.719E-08 91.236 7.64074 1.717E-05 8.628 0.72257 1.162E-06 75.048 6.28501 7.261E-08 93.462 7.82716
- 1. 679E-05 17.890 1.49821 8.768E-07 75.235 6.30065 5.831E-08 99.315 8.31731 9.476E-06 19.976 1.67289 7.853E-07 75.779 6.34628 4.906E-08 99.580 8.33947 OR EXCEEDED.
7.785E-06 33.191 2.77964 4.092E-07 80.403 6.73344 3.940E-08 99.984 8.37336 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 FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
FOR LOW PERCENTAGES.
XQINT(K,I) XQSLOP(K,I)
-15.66588
-2.18314
-16.25520
-2.42298
-17.50230
-2.99742
-19.76782
-4.18068
-19.79486
-4.19626
-32.08230 -12.02444 6.352E-06 33.222 2.78225 2.593E-07 80.496 6.74126 2.916E-08 100.000 8.37467 K
Ii 11 11 ii 11 ii I
1 2
3 4
5 6
XQSAVE(K,I)
-8.76125
-10.30170
-10.99488
-11.76333
-12.51256
-13.20823 LT LT LT LT LT LT LT
-1.0
-1.0
-1.0
-1.0
-1.0
-1.0 1i.0 XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE XSAVE 0.700 1.497 2.777 4.133 5.825 6.281 8.314 2)=
3)=
6)
- 7) =
- 8) =
RUN DATE: 12/12/97
11 7
-13.66575 11 8
-16.65743 1.500E-04 7.189E-05 4.973E-05
- 2. 872E-05 1.984E-05 1.469E-05 1.117E-05
- 8. 873E-06
- 7. 065E-06 5.513E-06 4.408E-06 3.593E-06
- 2. 974E-06 2.495E-06 2.117E-06 1.773E-06 1.166E-06
- 5. 972E-07
- 3. 148E-07 1.707E-07 4.355E-05 ANNUAL AVERAGE
=
-44.76961 -20.30817 NUMXQ(K)=
8 0.084 0.251 0.419 0.837 1.256 1.675 2.094 2.512 2.931 3.350 3.769 4.187 4.606 5.025 5.444 5.862 6.281 6.700 7.118 7.537 0.5
.37E-07 K= 11 FIVEXQ(K)= 4.355E-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 90.000 5.97 FIVEPR(K)= 5.970
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 0.13 7242.
3.14 7242.
3.23 7242.
0.13 7242.
0.13 7242.
3.33 7242.
1.75 7242.
0.11 7242.
0.41 7242.
4.57 7242.
1.41 7242.
0.17 7242.
A A
A A
B B
B B
C C
C C
D D
D D
D E
E E
E E
F F
F F
G G
G 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.34 7242.
9.96 7242.
1.82 7242.
0.02 7242.
1.18 8.89 0.43 7242.
7242.
7242.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
SIGMA-Y METERS 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 152.5 152.5 152.5 SIGMA-Z MEANDER-SY METERS 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 METERS 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 320.2 40.8 311.7 40.8 311.7 40.8 257.7 40.8 225.9 24.7 256.8 24.7 256.8 24.7 189.9 CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.083E-07 9.723E-08 5.834E-08 3.942E-08 2.595E-07 1.211E-07 7.265E-08 4.909E-08 8.782E-07
- 4. 098E-07 2.459E-07 1.661E-07 1.717E-05
- 3. 680E-06
- 1. 835E-06 1.162E-06
- 7. 915E-07 3.633E-05 7.785E-06 4.131E-06 2.729E-06 1.876E-06
- 7. 834E-05 1.679E-05
- 9. 476E-06 6.485E-06 1.567E-04 3.358E-05 2.119E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08
- 4. 906E-08 8.768E-07
- 4. 092E-07 2.455E-07
- 1. 659E-07
- 1. 937E-05 4.151E-06 1.937E-06 1.162E-06 7.853E-07 4.544E-05 9.736E-06
- 4. 544E-06 2.726E-06
- 1. 842E-06
- 1. 059E-04
- 2. 268E-05 1.059E-05 6.352E-06 2.389E-04 5.120E-05 2.389E-05
- 2. 083E-07 9.719E-08 5.831E-08
- 3. 940E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.717E-05
- 3. 680E-06 1.835E-06 1.162E-06
- 7. 853E-07 3.633E-05 7.785E-06 4.131E-06 2.726E-06 1.842E-06 7.834E-05 1.679E-05 9.476E-06
- 6. 352E-06
- 1. 567E-04 3.358E-05
- 2. 119E-05 0.01 6.73 19.56 5.11 0.21 0.10 13.10 11.86 2.12 0.04 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE:
12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 1.183 1.527 1.625 10.516 10.944 10.953 20.914 22.731 0.07216 0.09315 0.09907 0.64137 0.66744 0.66801 1.27548 1.38629 4.131E-06 3.680E-06 2.726E-06 1.842E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 47.718 54.451 56.567 56.609 76.167 81.276 81.682 81.896 2.91019 3.32082 3.44988 3.45248 4.64527 4.95683 4.98160 4.99463 2.455E-07 2.083E-07 1.659E-07 1.210E-07 9.719E-08 7.261E-08 5.831E-08 4.906E-08 88.009 88.137 88.308 91.643 94.785 96.537 99.765 99.872 5.36746 5.37528 5.38571 5.58907 5.78070 5.88760 6.08444 6.09096 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 OR EXCEEDED.
7.785E-06 35.833 2.18539 4.092E-07 86.470 5.27360 3.940E-08 100.000 6.09878 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
7)=
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-8.76125 -15.80098
-2.20948
-10.30170 -17.07005
-2.71936
-10.99488 -18.91632
-3.54579
-11.76333 -20.09971
-4.13241
-12.51256 -20.73297
-4.47732
-13.20823 -37.83480
-14.65312
-13.66575 NUMXQ(K)=
7 6.352E-06 35.855 2.18669 2.593E-07 86.598 5.28143 K
I 12 1
12 2
12 3
12 4
12 5
12 6
12 7
0.641 1.274 2.183 3.318 4.642 4.953
BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.743E-04 8.446E-05
- 5. 883E-05 3.493E-05 2.365E-05 1.759E-05 1.310E-05 1.010E-05
- 8. 061E-06
- 6. 425E-06 5.211E-06 4.306E-06 3.607E-06
- 3. 023E-06 2.563E-06 2.196E-06
- 1. 897E-06 1.299E-06 4.072E-05 ANNUAL AVERAGE =
K= 12 FIVEXQ(K)= 4.072E-05 FIVEPR(K)= 8.198 0.061 0.183 0.305 0.610 0.915 1.220 1.525 1.830 2.135 2.440 2.744 3.049 3.354 3.659 3.964 4.269 4.574 4.879 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 8.20 1.15E-07
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 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=1236.SQ.METERS 0.06 7242.
3.21 7242.
2.31 7242.
0.20 7242.
2.93 7242.
1.46 7242.
0.14 7242.
0.28 7242.
3.55 7242.
1.41 7242.
0.11 7242.
A A
A B
B B
B C
C C
C D
D D
D D
D E
E E
E E
F F
F F
G G
G 1.5 3.3 5.5 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 152.5 152.5 152.5 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 450.2 407.7 407.7 358.6 325.7 320.2 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 40.8 311.7 40.8 311.7 40.8 257.7 40.8 225.9 24.7 256.8 24.7 256.8 24.7 189.9 0.01 7.85 18.04 4.31 0.39 0.03 0.10 13.59 8.75 0.53 0.08 0.44 12.66 0.79 0.03 1.95 14.69 0.11 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
2.083E-07 9.723E-08 5.834E-08 2.595E-07 1.211E-07 7.265E-08
- 4. 909E-08 8.782E-07
- 4. 098E-07 2.459E-07
- 1. 661E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.915E-07 5.857E-07 3.633E-05 7.785E-06 4.131E-06 2.729E-06 1.876E-06 7.834E-05
- 1. 679E-05
- 9. 476E-06 6.485E-06
- 1. 567E-04 3.358E-05
- 2. 119E-05
- 2. 083E-07 9.719E-08
- 5. 831E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08
- 8. 768E-07
- 4. 092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06 7.853E-07 5.811E-07
- 4. 544E-05 9.736E-06 4.544E-06 2.726E-06
- 1. 842E-06 1.059E-04 2.268E-05 1.059E-05 6.352E-06 2.389E-04 5.120E-05 2.389E-05 2.083E-07 9.719E-08 5.831E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07
- 1. 717E-05
- 3. 680E-06
- 1. 835E-06
- 1. 162E-06
- 7. 853E-07
- 5. 811E-07 3.633E-05 7.785E-06 4.131E-06 2. 726E-06 1.842E-06 7.834E-05 1.679E-05 9.476E-06 6.352E-06 1.567E-04 3.358E-05
- 2. 119E-05
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
E SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 1.954 0.09054 4.131E-06 53.123 2.46115 2.593E-07 88.379 4.09455 7.834E-05 2.392 0.11082 3.680E-06 60.973 2.82485 2.455E-07 89.786 4.15973 3.633E-05 2.493 0.11548
- 2. 726E-06 61.508 2.84962
- 2. 083E-07 89.842 4.16234
- 3. 358E-05 17.180 0.79596 1.842E-06 61.592 2.85353 1.659E-07 89.955 4.16755 2.119E-05 17.293 0.80117 1.835E-06 79.628 3.68914 1.210E-07 92.881 4.30313 1.717E-05 17.304 0.80167
- 1. 162E-06 83.933 3.88859 9.719E-08 96.089 4.45174
- 1. 679E-05 29.966 1.38829
- 8. 768E-07 84.215 3.90162 7.261E-08 97.552 4.51952 9.476E-06 30.754 1.42479 7.853E-07 84.609 3.91987 5.831E-08 99.859 4.62642 OR EXCEEDED.
7.785E-06 44.344 2.05443 5.811E-07 84.637 3.92118 4.906E-08 100.000 4.63294 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:
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
PERCENTAGES.
XQINT(K,I)
XQSLOP(K,I)
-15.54268
-2.17361
-18.25431
-3.29821
-21.70319
-4.86515
-23.06285
-5.53065
-23.64131
-5.83388
-47.01797 -18.90546 NUMXQ(K)=
7 6.352E-06 44.372 2.05573
- 4. 092E-07 88.182 4.08543 K
13 13 13 13 13 13 13 I
1 2
3 4
5 6
7 XQSAVE(K,I)
-8.76125
-10.30170
-10.99488
-11.76333
-12.51256
-13.20823
-13.66575 SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE LT LT LT LT LT LT
-1.0
- 1. 0
- 2) =
3)-=
- 4) =
- 5) =
- 6) =
7)-
0.795 1.387 2.052 2.822 3.686 3.885 RUN DATE: 12/12/97
BACK EXTRAPOLATION FOR 1 PERCENTILE.
2.380E-04
- 1. 185E-04 8.378E-05
- 5. 089E-05
- 3. 736E-05 2.792E-05
- 2. 116E-05 1.675E-05 1.245E-05
- 9. 570E-06
- 7. 527E-06 5.896E-06 4.710E-06 3.826E-06 3.124E-06
- 2. 579E-06 2.152E-06 1.763E-06 4.806E-05 ANNUAL AVERAGE K= 13 FIVEXQ(K)= 4.806E-05 FIVEPR(K)=10.792 0.046 0.139 0.232 0.463 0.695 0.927 1.158 1.390 1.622 1.853 2.085 2.316 2.548 2.780 3.011 3.243 3,475 3.706 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 10.79 1.16E-07
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE:
GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=1236.SQ.METERS 0.06 7242.
1.61 7242.
3.13 7242.
0.03 7242.
0.11 7242.
1.95 7242.
1.78 7242.
0.11 7242.
A A
A A
B B
B B
C C
C C
D D
D D
D E
E E
E E
F F
F G
G G
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 0.3 1.5 3.2 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 152.5 152.5 152.5 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 320.2 0.23 3.02 1.86 0.28 0.01 6.80 11.88 5.02 0.45 0.09 11.97 7.40 1.30 0.06 0.42 12.17 2.29 3.02 22.70 0.25 40.8 311.7 40.8 311.7 40.8 257.7 24.7 256.8 24.7 256.8 24.7 189.9 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
2.083E-07 9.723E-08 5.834E-08
- 3. 942E-08 2.595E-07 1.211E-07 7.265E-08
- 4. 909E-08 8.782E-07
- 4. 098E-07 2.459E-07 1.661E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.915E-07 3.633E-05 7.785E-06 4.131E-06 2.729E-06 1.876E-06 7.834E-05 1.679E-05 9.476E-06 1.567E-04 3.358E-05 2.119E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08
- 8. 768E-07
- 4. 092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06
- 1. 937E-06 1.162E-06 7.853E-07
- 4. 544E-05
- 9. 736E-06
- 4. 544E-06 2.726E-06 1.842E-06 1.059E-04 2.268E-05 1.059E-05 2.389E-04 5.120E-05 2.389E-05
- 2. 083E-07
- 9. 719E-08
- 5. 831E-08
- 3. 940E-08
- 2. 593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07
- 4. 092E-07 2.455E-07 1.659E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.853E-07 3.633E-05 7.785E-06 4.131E-06 2.726E-06 1.842E-06 7.834E-05 1.679E-05 9.476E-06 1.567E-04 3.358E-05 2.119E-05
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT:
11.0 METERS TYPE OF RELEASE: GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 3.020 3.441 3.529 26.226 26.480 26.489 38.657 40.943 0.13946 0.15888 0.16297 1.21106 1.22279 1.22323 1.78508 1.89067 3.680E-06 2.726E-06 1.842E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 4.092E-07 67.112 68.411 68.467 80.352 85.377 85.603 86.054 89.075 3.09910 3.15906 3.16167 3.71048 3.94252 3.95295 3.97381 4.11329 2.083E-07 1.659E-07 1.210E-07 9.719E-08 7.261E-08 5.831E-08 4.906E-08 3.940E-08 91.108 91.390 93.338 94.947 96.725 99.859 99.972 100.000 4.20715 4.22019 4.31014 4.38444 4.46657 4.61127 4.61648 4.61778 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 OR EXCEEDED.
7.785E-06 52.913 2.44339 2.593E-07 89.188 4.11851 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.
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.
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-8.76125
-15.01722
-2.09203
-10.30170
-20.49454
-4.52203
-10.99488 -23.35773
-5.88496
-11.76333
-26.04819
-7.25056
-12.51256 -28.52160
-8.57547
-13.20823 -42.45962
-16.38075 4.131E-06 60.309 2.78493 2.455E-07 91.051 4.20455 K
I 14 1
14 2
14 3
14 4
14 5
14 6
XSAVE(
2)=
XSAVE(
3)=
XSAVE(
4)=
XSAVE(
5)=
XSAVE(
6)=
XSAVE(
7)=
XSAVE(
8)=
1.210 1.783 2.441 3.096 3.707 3.939 4.608
14 7
-13.66575 -85.07481
-40.62440 14 8
-16.65743 NUMXQ(K)=
8 3.078E-04 1.574E-04 1.127E-04 6.976E-05 5.182E-05 4.160E-05 3.489E-05 2.652E-05 2.012E-05 1.547E-05 1.163E-05 8.967E-06 6.905E-06 5.258E-06
- 4. 078E-06
- 3. 134E-06 2.402E-06 1.867E-06
- 1. 201E-06 4.286E-07
- 6. 588E-05 ANNUAL AVERAGE
=
0.046 0.139 0.231 0.462 0.693 0.924 1.154 1.385 1.616 1.847 2.078 2.309 2.540 2.771 3.002 3.232 3.463 3.694 3.925 4.156 0.5 BACK EXTRAPOLATION FOR 1 PERCENTILE.
BACK EXTRAPOLATION FOR 3 PERCENTILE.
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 10.83 2.34E-07 K= 14 FIVEXQ(K)= 6.588E-05 FIVEPR(K)=I0.828
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE:
12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT:
11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 METERS METERS METERS SIGMA-Y SIGMA-Z MEANDER-SY METERS METERS METERS CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 0.05 7242.
0.98 7242.
2.90 7242.
0.25 7242.
0.11 7242.
1.00 7242.
1.38 7242.
0.07 7242.
0.11 7242.
1.79 7242.
1.04 7242.
0.07 7242.
A A
A A
B B
B B
C C
C C
D D
D D
D D
E E
E E
F F
F G
G G
1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 0.3 1.5 3.2
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
- 0.
0.
1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 110.6 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 450.2 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 152.5 152.5 152.5 67.2 407.7 67.2 407.7 67.2 358.6 67.2 325.7 40.8 311.7 40.8 311.7 40.8 257.7 24.7 256.8 24.7 256.8 24.7 189.9 0.01 3.99 10.82 4.24 0.18 0.02 0.07 9.19 13.30 1.52 0.48 13.82 4.63 3.25 24.39 0.34 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
2.083E-07 9.723E-08 5.834E-08 3.942E-08 2.595E-07 1.211E-07 7.265E-08 4.909E-08 8.782E-07
- 4. 098E-07 2.459E-07 1.661E-07
- 1. 717E-05
- 3. 680E-06 1.835E-06 1.162E-06
- 7. 915E-07
- 5. 857E-07
- 3. 633E-05 7.785E-06 4.131E-06
- 2. 729E-06 7.834E-05 1.679E-05 9.476E-06 1.567E-04 3.358E-05 2.119E-05 2.083E-07 9.719E-08
- 5. 831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07 4.092E-07
- 2. 455E-07
- 1. 659E-07
- 1. 937E-05 4.151E-06 1.937E-06 1.162E-06 7.853E-07 5.811E-07 4.544E-05 9.736E-06 4.544E-06 2.726E-06 1.059E-04 2.268E-05 1.059E-05 2.389E-04 5.120E-05 2.389E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06 7.853E-07
- 5. 811E-07 3.633E-05 7.785E-06
- 4. 131E-06 2.726E-06
- 7. 834E-05
- 1. 679E-05 9.476E-06 1.567E-04 3.358E-05 2.119E-05
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 3.245 3.723 3.791 28.182 28.523 28.528 42.346 46.975 0.18646 0.21390 0.21781 1.61918 1.63873 1.63905 2.43294 2.69887 3.680E-06 2.726E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 5.811E-07 4.092E-07 73.453 74.974 85.796 90.039 90.153 90.334 90.357 92.149 4.22016 4.30750 4.92932 5.17309 5.17961 5.19004 5.19134 5.29432 2.083E-07 1.659E-07 1.210E-07 9.719E-08 7.261E-08 5.831E-08 4.906E-08 3.940E-08 93.352 93.420 94.418 95.394 96.778 99.682 99.750 100.000 5.36342 5.36733 5.42468 5.48074 5.56026 5.72712 5.73103 5.74537 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 OR EXCEEDED.
7.785E-06 56.164 3.22682 2.593E-07 92.263 5.30084 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.
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.
HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I)
-8.76125 -14.63689
-2.02571
-10.30170 -19.12744
-4.12401
-10.99488 -23.16445
-6.17117
-12.51256 -28.74659
-9.40518
-13.20823 -45.43256
-19.50500
-13.66575-158.55240
-88.96120 4.131E-06 69.460 3.99073 2.455E-07 93.307 5.36081 K
I 15 1
15 2
15 3
15 4
15 5
15 6
XSAVE 2)=
XSAVE 3)=
XSAVE(
4)=
XSAVE 5)=
XSAVE(
6)=
XSAVE(
7)=
XSAVE(
8)=
1.617 2.430 4.217 4.926 5.169 5.357 5.723
15 7
-15.22001
-85.94799 -43.89830 15 8
-16.65743 NUMXQ(K)=
8 3.190E-04 1.647E-04 1.184E-04 7.364E-05 5.482E-05 4.406E-05 3.697E-05 3.027E-05 2.334E-05 1.855E-05 1.430E-05 1.078E-05 8.317E-06
- 6. 538E-06 5.222E-06 4.228E-06 3.356E-06 2.517E-06 1.915E-06
- 1. 166E-06 8.123E-05 ANNUAL AVERAGE 0.057 0.172 0.287 0.575 0.862 1.149 1.436 1.724 2.011 2.298 2.585 2.873 3.160 3.447 3.734 4.022 4.309 4.596 4.884 5.171 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 BACK EXTRAPOLATION FOR 1 PERCENTILE.
BACK EXTRAPOLATION FOR 3 PERCENTILE.
8.70
- 2. 08E-07 K= 15 FIVEXQ(K)= 8.123E-05 FIVEPR(K)= 8.703
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 DATA PERIOD:
1988-96 AVG.
MET.
TYPE OF RELEASE: GROUND-LEVEL RELEASE RUN DATE: 12/12/97 METEOROLOGICAL INSTRUMENTATION WIND SENSORS HEIGHT: 11.0 METERS DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS: SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=I236.SQ.METERS 0.05 7242.
0.64 7242.
1.97 7242.
0.12 7242.
0.02 7242.
0.88 7242.
1.04 7242.
0.08 7242.
0.12 7242.
1.70 7242.
0.89 7242.
0.03 7242.
A A
A A
B B
B B
C C
C C
D D
D D
D E
E E
E E
F F
F F
G G
G 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 0.3 1.5 3.3 5.5 8.1 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.3 1.5 3.2 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 152.5 152.5 152.5 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 511.8 511.8 478.9 454.0 450.2 407.7 407.7 358.6 325.7 320.2 40.8 311.7 40.8 311.7 40.8 257.7 40.8 225.9 24.7 256.8 24.7 256.8 24.7 189.9 0.00 3.22 13.16 6.00 0.36 0.06 8.41 15.72 3.62 0.08 0.40 11.46 4.66 0.02 2.70 20.30 2.28 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
2.083E-07 9.723E-08 5.834E-08 3.942E-08 2.595E-07 1. 211E-07 7.265E-08
- 4. 909E-08
- 8. 782E-07
- 4. 098E-07 2.459E-07 1.661E-07 1.717E-05 3.680E-06 1.835E-06 1.162E-06
- 7. 785E-06 4.131E-06 2.729E-06 1.876E-06 7.834E-05 1.679E-05 9.476E-06 6.485E-06 1.567E-04 3.358E-05
- 2. 119E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08
- 4. 906E-08 8.768E-07
- 4. 092E-07 2.455E-07 1.659E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06
- 7. 853E-07
- 4. 544E-05 9.736E-06 4.544E-06 2.726E-06 1.842E-06
- 1. 059E-04 2.268E-05
- 1. 059E-05 6.352E-06 2.389E-04 5.120E-05 2.389E-05 2.083E-07
- 9. 719E-08 5.831E-08 3.940E-08 2.593E-07 1.210E-07 7.261E-08
- 4. 906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.717E-05
- 3. 680E-06 1.835E-06 1.162E-06
- 7. 853E-07 3.633E-05 7.785E-06 4.131E-06 2.726E-06 1.842E-06
- 7. 834E-05 1.679E-05 9.476E-06 6.352E-06 1.567E-04
- 3. 358E-05 2.119E-05
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS PROGRAM:
- PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE = 7242.0 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 9.476E-06 7.785E-06 6.352E-06 2.701 3.097 3.159 23.459 25.740 25.745 37.200 41.862 50.276 50.292 0.21300 0.24422 0.24914 1.84996 2.02985 2.03020 2.93359 3.30121 3.96474 3.96604 4.131E-06 3.680E-06 2.726E-06 1.842E-06 1.835E-06 1.162E-06 8.768E-07 7.853E-07 4.092E-07 2.593E-07 66.013 69.237 72.857 72.939 86.098 92.098 92.214 92.578 94.280 94.297 5.20576 5.45996 5.74544 5.75196 6.78962 7.26283 7.27195 7.30063 7.43490 7.43621 2.455E-07 2.083E-07 1.659E-07 1.210E-07 9.719E-08 7.261E-08 5.831E-08 4.906E-08 3.940E-08 95.190 95.239 95.272 96.148 96.793 97.834 99.802 99.884 100.000 7.50660 7.51051 7.51312 7.58221 7.63305 7.71517 7.87030 7.87682 7.88594 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 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
1.848 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
3)=
2.931 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
4)=
5.456 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
5)=
6.786 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
6)=
7.259 K
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 16 1
-8.76125
-14.46254
-1.99444 16 2
-10.30170
-17.71205
-3.55205 16 3
-10.99488 -20.92849
-5.25291 16 4
-12.51256 -22.62604
-6.31246 16 5
-13.20823 -32.61722
-13.00924 16 6
-13.66575 NUMXQ(K)=
6 BACK EXTRAPOLATION FOR 1 PERCENTILE.
2.860E-04 0.079 1.000
1.466E-04 0.237 3.000 1.049E-04 0.394 5.000 6.463E-05 0.789 10.000 4.778E-05 1.183 15.000 3.818E-05 1.577 20.000 3.060E-05 1.971 25.000 2.334E-05 2.366 30.000 1.845E-05 2.760 35.000 1.418E-05 3.154 40.000 1.074E-05 3.549 45.000 8.333E-06 3.943 50.000 6.595E-06 4.337 55.000 5.307E-06 4.732 60.000 4.331E-06 5.126 65.000 3.556E-06 5.520 70.000 2.862E-06 5.914 75.000 2.329E-06 6.309 80.000 1.914E-06 6.703 85.000 1.359E-06 7.097 90.000
- 8. 922E-05 0.5 6.34 ANNUAL AVERAGE =
3.11E-07 K= 16 FIVEXQ(K)= 8.922E-05 FIVEPR(K)= 6.340
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA:
UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 CLASS METER/SEC PERCENT AT 10.0 METERS A
A A
A A
G G
G G
1.5 3.3 5.5 8.1 10.9 1.5 3.3 5.5 8.1 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.3 5.5 8.1 10.9 0.3 1.5 3.2 5.3 7.9 10.7 0.3 1.5 3.2 5.3 7.9 0.3 1.5 3.2 5.3 0.17 3.58 2.95 0.16 0.00 DISTANCE TE METERS 7242.
7242.
7242.
7242.
7242.
ERRAIN HT EFF PLUME HT SIGMA-Y METERS METERS METERS
- 0.
- 0.
- 0.
- 0.
0.
- 0.
- 0.
- 0.
- 0.
0.
0.19 7242.
3.00 7242.
1.34 7242.
0.09 7242.
0.38 3.88 1.33 0.09 0.00 0.01 6.63 22.68 6.75 0.45 0.01 0.09 11.96 11.10 1.58 0.09 0.00 0.28 8.15 1.54 0.02 0.00 1.31 9.83 0.34 0.00 7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
1000.0 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 221.0 152.5 152.5 152.5 152.5 SIGMA-Z MEANDER-SY METERS 1000.0 1000.0 1000.0 1000.0 1000.0 953.7 953.7 953.7 953.7 371.0 371.0 371.0 371.0 371.0 110.6 110.6 110.6 110.6 110.6 110.6 67.2 67.2 67.2 67.2 67.2 67.2 40.8 40.8 40.8 40.8 40.8 METERS 1000.0 1000.0 1000.0 1000.0 1000.0 842.0 842.0 842.0 842.0 639.4 639.4 639.4 639.4 639.4 450.2 450.2 450.2 450.2 450.2 450.2 320.2 320.2 320.2 320.2 320.2 320.2 221.0 221.0 221.0 221.0 221.0 24.7 152.5 24.7 152.5 24.7 152.5 24.7 152.5 CHI/Q VALUES (SEC/CUBIC METER)
MEANDER BLDG WAKE USED CA=1236.SQ.METERS 2.083E-07 9.723E-08 5.834E-08 3.942E-08
- 2. 917E-08 2.595E-07 1.211E-07 7.265E-08 4.909E-08
- 8. 782E-07 4.098E-07 2.459E-07 1.661E-07 1.229E-07 1.952E-05
- 4. 183E-06 1.952E-06
- 1. 171E-06 7.915E-07 5.857E-07 4.627E-05 9.914E-06
- 4. 627E-06 2.776E-06 1.876E-06 1.388E-06 1.105E-04
- 2. 367E-05
- 1. 105E-05
- 6. 629E-06 4.479E-06
- 2. 638E-04
- 5. 653E-05 2.638E-05
- 1. 583E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08
- 2. 916E-08 2.593E-07 1.210E-07 7.261E-08 4.906E-08 8.768E-07 4.092E-07 2.455E-07 1.659E-07 1.227E-07 1.937E-05
- 4. 151E-06 1.937E-06 1.162E-06 7.853E-07
- 5. 811E-07 4.544E-05 9.736E-06 4.544E-06 2.726E-06 1.842E-06 1.363E-06
- 1. 059E-04
- 2. 268E-05
- 1. 059E-05 6.352E-06 4.292E-06 2.389E-04 5.120E-05 2.389E-05 1.434E-05 2.083E-07 9.719E-08 5.831E-08 3.940E-08 2.916E-08
- 2. 593E-07
- 1. 210E-07 7.261E-08 4.906E-08 8.768E-07
- 4. 092E-07 2.455E-07
- 1. 659E-07 1.227E-07 1.937E-05 4.151E-06 1.937E-06 1.162E-06
- 7. 853E-07
- 5. 811E-07 4.544E-05 9.736E-06
- 4. 544E-06 2.726E-06
- 1. 842E-06 1.363E-06 1.059E-04 2.268E-05 1.059E-05 6.352E-06 4.292E-06 2.389E-04
- 5. 120E-05
- 2. 389E-05 1.434E-05 RUN DATE: 12/12/97
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME:
H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 = 7242.0 METERS.
BUILDING WAKE CREDIT ALLOWED:
C=
0.5 A=
2472.
D=
63.9 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.
2.389E-04 1.308 1.30750 6.352E-06 33.519 33.51931 7.853E-07 83.194 83.19407
- 7. 261E-08 96.792 96.79186 1.059E-04 1.589 1.58908 4.544E-06 44.615 44.61550
- 5. 811E-07 83.201 83.20058 5.831E-08 99.742 99.74190 5.120E-05 11.416 11.41557 4.292E-06 44.618 44.61811 4.092E-07 87.083 87.08269 4.906E-08 99.836 99.83575
- 4. 544E-05 11.504 11.50422
- 4. 151E-06 51.252 51.25210
- 2. 593E-07 87.274 87.27431 3.940E-08 99.997 99.99740 2.389E-05 11.842 11.84185 2.726E-06 52.831 52.83075 2.455E-07 88.605 88.60529 2.916E-08 100.000 100.00000 2.268E-05 19.989 19.98931 1.937E-06 75.512 75.51199 2-083E-07 88.776 88.77605
- 1. 937E-05 19.998 19.99844 1.842E-06 75.602 75.60194 1.659E-07 88.866 88.86600 1.434E-05 20.000 19.99974 1.363E-06 75.606 75.60585 1.227E-07 88.867 88.86731 OR EXCEEDED.
1.059E-05 21.544 21.54450 1.162E-06 82.356 82.35586 1.210E-07 91.872 91.87209 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 ERROR IN NORMAL TRANSFORMATION FOR A( 35)= 100.00000 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
11.413 BACK EXTRAPOLATION FOR 1
PERCENTILE.
9.736E-06 33.504 33.50367 8.768E-07 82.739 82.73911 9.719E-08 95.456 95.45567 2.789E-04 1.423E-04 9.959E-05 5.750E-05 3.576E-05 2.361E-05 1.653E-05 1.201E-05
- 9. 179E-06
- 7. 584E-06 6.306E-06 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 1.000 3.000 5.000 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 RUN DATE: 12/12/97
5.260E-06 4.387E-06 3.648E-06 3.014E-06 2.464E-06 1.983E-06 1.402E-06 1.034E-06
- 7. 924E-07 9.959E-05 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.0 K= 17 FIVEXQ(K)= 9.959E-05 50.000 55.000 60.000 65.000 70.000 75.000 80.000 85.000 90.000 5.00 FIVEPR(K)= 5.000
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 12/12/97 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS:
9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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=
2472.
D=
63.9 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.
1.567E-04 7.834E-05 3.633E-05 3.358E-05 2.119E-05 1.717E-05 1.679E-05 1.434E-05 9.476E-06 7.785E-06 1.308 1.589 1.678 11.504 11.842 11.851 19.998 20.000 21.544 33.504 1.30750 1.58908 1.67773 11.50422 11.84185 11.85098 19.99844 19.99974 21.54450 33.50366 6.352E-06 4.292E-06 4.131E-06 3.680E-06 2.726E-06 1.842E-06 1.835E-06 1.363E-06 1.162E-06 8.768E-07 33.519 33.522 44.618 51.252 52.831 52.921 75.602 75.606 82.356 82.739 33.51931 33.52192 44.61811 51.25209 52.83075 52.92069 75.60192 75.60583 82.35586 82.73912 7.853E-07 5.811E-07 4.092E-07 2.593E-07 2.455E-07 2.083E-07 1.659E-07 1.227E-07 1.210E-07 9.719E-08 83.194 83.201 87.083 87.274 88.605 88.776 88.866 88.867 91.872 95.456 83.19408 83.20061 87.08273 87.27435 88.60532 88.77608 88.86604 88.86735 91.87213 95.45572 7.261E-08 5.831E-08 4.906E-08 3.940E-08 2.916E-08 96.792 99.742 99.836 99.997 100.000 96.79191 99.74195 99.83581 99.99745 100.00010 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 ERROR IN NORMAL TRANSFORMATION FOR A( 35)= 100.00010 HANDCHECK GRAPH:
SLOPE LT -1.0 FOR LOW PERCENTAGES.
XSAVE(
2)=
11.502 K
I XQSAVE(K,I)
XQINT(K,I)
XQSLOP(K,I) 18 1
-8.76125
-12.10703
-1.50411 18 2
-10.30170
-12.56638
-1.88682 18 3
-11.76333
-12.31295
-1.29138 18 4
-13.20823 -11.86225
-1.94150 18 5
-13.66575 -12.65895
-1.08384 18 6
-17.04947 NUMXQ(K)=
6 BACK EXTRAPOLATION FOR 1 PERCENTILE.
1.828E-04 1.000 1.000 9.351E-05 3.000 3.000 6.557E-05 5.000 5.000
3.795E-05 2.465E-05 1.706E-05 1.244E-05 9.373E-06
- 7. 386E-06 6.229E-06 5.283E-06 4.493E-06 3.821E-06 3.241E-06 2.733E-06
- 2. 284E-06
- 1. 881E-06
- 1. 377E-06
- 1. 034E-06
- 7. 925E-07 6.557E-05 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 K= 18 FIVEXQ(K)= 6.557E-05 K
1 2
3 4
5 6
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 HIGHPR
-2.81413
-1.85003
-2.96884
-3.19394
-3.44486
-3.45679
-3.44280
-3.04951
-2.89932
-2.86389
-2.90476
-2.93128
-2.86082
-2.72121
-2.62255
-2.57624 HOURS (K) 21.42327 281.67500 13.09362 6.14764 2.50312 2.39452 2.52192 10.04017 16.38047 18.32961 16.09852 14.78639 18.50818 28.48987 38.22719 43.74879 PR 0.24456 3.21547 0.14947 0.07018 0.02857 0.02733 0.02879 0.11461 0.18699 0.20924 0.18377 0.16879 0.21128 0.32523 0.43638 0.49942 TOTHRS 21.42327 303.09830 316.19190 322.33950 324.84270 327.23720 329.75910 339.79930 356.17970 374.50930 390.60780 405.39420 423.90240 452.39230 490.61950 534.36830 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 FIVEPR(K)= 5.000 GRNDVT(K) 7.87732 9.39436 6.44676 4.40237 2.83178 2.41759 3.30319 6.50848 9.42731 10.03538 8.37467 6.09878 4.63294 4.61778 5.74537 7.88595 SVANN SLTIME TIMINT I
TIME XQT K
FIVEXQ
1 5.346E-05 1.278E-07 2 4.169E-05 1.196E-07 3 3.678E-05 8.273E-08 4 1.746E-05 6.734E-08 5 8.575E-06 2.653E-08 6 8.112E-06 4.218E-08 7 9.705E-06 3.925E-08 8 3.045E-05 1.059E-07 9 4.487E-05 1.746E-07 10 4.811E-05 2.222E-07 11 4.355E-05 1.372E-07 12 4.072E-05 1.153E-07
-0.6982
-9.6012
-0.7272
-9.7065
-0.6628
-10.4961
-0.6891
-11.1890
-0.6272
-11.2874
-0.6572
-11.0874 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 1
8.0 2
16.0 3
72.0 4
624.0
-0.6751
-9.9314 1
8.0 2
16.0 3
72.0 4
624.0
-0.6618
-9.5531
-0.6414
-9.4974
-0.6870
-9.5654
-0.6997
-9.6238 1 2 3
4 1
2 3
4 1
2 3
4 1
2 3
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
-10.83457
-11.33358
-12.41639
-13.97104
-11.05300
-11.53692
-12.58700
-14.09465
-11.21853
-11.72255
-12.81624
-14.38652
-11.87443
-12.33388
-13.33085
-14.76225
-12.62197
-13.09962
-14.13608
-15.62419
-12.59163
-13.02638
-13.96978
-15.32425
-12.45394
-12.90947
-13.89793
-15.31711
-11.33529
-11.80325
-12.81870
-14.27662
-10.92920
-11.38792
-12.38330
-13.81242
-10.83112
-11.27568
-12.24035
-13.62537
-10.99391
-11.47007
-12.50329
-13.98675
-11.07883
-11.56384
-12.61625
-0.7199
-9.3375
4 624.0
-14.12726 13 4.806E-05 1.156E-07 14 6.588E-05 2.339E-07 15 8.123E-05 2.076E-07 16 8.922E-05 3.111E-07 17 9.959E-05 3.111E-07 18 6.557E-05 3.111E-07
-0.7192
-9.4445 1
8.0 2
16.0 3
72.0 4
624.0
-0.6727
-9.1614 1
8.0 2
16.0 3
72.0 4
624.0
-0.7119
-8.9247 1
8.0 2
16.0 3
72.0 4
624.0
-0.6749
-8.8566 1
8.0 2
16.0 3
72.0 4
624.0
-0.6880
-8.7376 1
8.0 2
16.0 3
72.0 4
624.0
-0.6381
-9.1901 1
8.0 2
16.0 3
72.0 4
624.0
-10.93991
-11.43839
-12.52005
-14.07305
-10.56026
-11.02655
-12.03838
-13.49112
-10.40514
-10.89862
-11.96942
-13.50683
-10.25996
-10.72775
-11.74282
-13.20021
-10.16823
-10.64511
-11.67989
-13.16559
-10.51709
-10.95942
-11.91923
-13.29728
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 PLANT NAME: H.B.
ROBINSON UNIT 2 METEOROLOGICAL INSTRUMENTATION DATA PERIOD:
1988-96 AVG.
MET.
WIND SENSORS HEIGHT: 11.0 METERS TYPE OF RELEASE:
GROUND-LEVEL RELEASE DELTA-T HEIGHTS: 9.3 -
60.8 METERS SOURCE OF DATA: UPDATED FSAR, TABLE 2.3.3-3 (REVISION NO.
- 13)
COMMENTS:
SITE-SPECIFIC TERRAIN ADJUSTMENT FACTORS 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 DISTANCE SECTOR (METERS)
SRP 2.3.4 7242.
SITE LIMIT 0-2 HOURS 5.35E-05
- 4. 17E-05
- 3. 68E-05
- 1. 75E-05
- 8. 57E-06
- 8. 11E-06 9.70E-06 3'.05E-05 4.49E-05
- 4. 81E-05 4.36E-05
- 4. 07E-05
- 4. 81E-05
- 6. 59E-05
- 8. 12E-05
- 8. 92E-05
- 8. 92E-05
- 9. 96E-05
- 6. 56E-05 0-8 HOURS 8-24 HOURS 1.97E-05 1.20E-05 1.58E-05 9.76E-06 1.34E-05 8.11E-06 6.97E-06 4.40E-06 3.30E-06 2.05E-06 3.40E-06 2.20E-06 3.90E-06 2.47E-06 1.19E-05 7.48E-06 1.79E-05 1.13E-05 1.98E-05 1.27E-05 1.68E-05 1.04E-05 1.54E-05 9.50E-06 1.77E-05 1.08E-05 2.59E-05 1.63E-05 3.03E-05 1.85E-05 3.50E-05 2.19E-05 3.84E-05 2.71E-05 2.38E-05 1.74E-05 1-4 DAYS 4.05E-06 3.42E-06 2.72E-06
- 1. 62E-06
- 7. 26E-07
- 8. 57E-07
- 9. 21E-07 2.71E-06
- 8. 46E-06
- 6. 66E-06 HOURS PER YEAR MAX 0-2 HR X/Q IS EXCEEDED 4-30 DAYS ANNUAL AVERAGE IN 8.56E-07 1.28E-07 7.56E-07 1.20E-07 5.65E-07 8.27E-08 3.88E-07 6.73E-08 1.64E-07 2.65E-08 2.21E-07 4.22E-08 2.23E-07 3.92E-08 6.31E-07 1.06E-07 1.OOE-06 1.75E-07 1.21E-06 2.22E-07 8.43E-07 1.37E-07 7.32E-07 1.15E-07 7.73E-07 1.16E-07 1.38E-06 2.34E-07 1.36E-06 2.08E-07 1.85E-06 3.11E-07 TOTAL HOURS AROUND SITE:
1.92E-06
- 1. 68E-06 SECTOR 21.4 281.7 13.1 6.1 2.5 2.4 2.5 10.0 16.4 18.3 16.1 14.8 18.5 28.5 38.2 43.7 534.4
- 3.
IE-07
- 3. lE-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.
WNW NW NNW N
NNE NE ENE E
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
7242.
DOWNWIND SECTOR S
WNW NW NNW N
NNE NE ENE E