ML053330357
| ML053330357 | |
| Person / Time | |
|---|---|
| Site: | Limerick  |
| Issue date: | 08/30/2004 |
| From: | Jay Robinson, Rothstein H, Thomas T Exelon Generation Co, Exelon Nuclear |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| CC-AA-3069-1091, Rev 0 LM-0641, Rev 0 | |
| Download: ML053330357 (164) | |
Text
ADDITIONAL ATTACHMENTS TO 10-10-05 Letter: Supplement to Request for LAR Application of AST Attachment 001 AST - LM-0641 Rev 0 X-Q.
CC-AA-309-1001 Exelon. ATTACHMENT 1 Design Analysis Cover Sheet Revision 0 Nuclear I Last Page No. 14 Analysis No. LM.0641 Revision 0 II EC/ECR No. 04-00003 Revision 0
Title:
Calculation of Alternative Source Term (AST) Onsite and Offsite X/Q Values Station(s) Limerick Generating Station Component(s)
Unit No.: 1 and 2 Discipline SEAQ Description Code/ Dispersion Keyword Safety Class Safety-related System Code 912 Structure NA CONTROLLED DOCUMENT REFERENCES Document No. From/To Document No. From/To UFSAR From/To Dwg No. M-121 From Dwg No. M-123 From Dwg No. M-136 From Is this Design Analysis Safeguards? Yes a No 0 Does this Design Analysis Contain Unverified Assumptions? Yes E No 0 ATVAR#
Is a Supplemental Review Required? Yes E No 3 If yes, complete Attachment 3 Preparer Traci Thomas ,2 11f25/03 Print Name Date Reviewer Jack Robinson Print Name v Li OR I/V Sign Name 11/25/03 Date Method of Review 13Detailed Review O rftemate Calcuiations OTesting Review Notes:
Approver Harold Rothstein A125/03 Print Name Sign Name Date Exelon Reviewer . -, ltAzl<
/ Print Name /ane Sig Description of Revision (list affected pages for partials):
THIS DESIGN ANALYSIS SUPERCEDES:
Calculation No. LM-0641 I REV. NO.0 l PAGE NO.2 of 14 CALCULATION TABLE OF CONTENTS 1.0 PURPOSE/OBJECTIVE ......................................................... . . 3 2.0 ARCON96 MODELING ANALYSIS OF CONTROL ROOM X/Q . .
................................................. . 3 2.1 Methodology and Acceptance Criteria ......................................................... 3 2.2 Design Input ......................................................... 4 2.2.1 Source Configuration ......................................................... 4 2.2.2 Receptors ......................................................... 5 2.2.3 Meteorological Data ......................................................... 5 2.2.4 ARCON96 Run Scenarios ......................................................... 6 2.3 Calculations ......................................................... 7 3.0 PAVAN MODELING ANALYSIS OF CONTROL ROOM, EAB and LPZ X/Q ..................................... . 8 3.1 Methodology and Acceptance Criteria ............ ............................................. 8 3.2 Design Input................................................................................................................................. 9 3.2.1 Source Configuration ......................................................... 9 3.2.1.1 Releases for Control Room Intake X/Q Evaluation ......................................................... 9 3.2.1.2 Releases for EAB and LPZ X/Q Evaluation ......................................................... 9 3.2.2 Receptors ......................................................... 9 3.2.3 Meteorological Data ......................................................... 9 3.2.4 PAVAN Run Scenarios ........................................................ 10 3.3 Calculations .......................................................... 11 4.0
SUMMARY
AND CONCLUSIONS ........................................................ 12 5.0 References .......... ................................................. 13 6.0 Owner's Acceptance Review Checklist for External Design Analysis . . . . .14 ATTACHMENTS:
A. Meteorological Data Recovery Rates [Page I]
B. Relative Elevations of Meteorological Sensors and Release Points [Page 1]
C. Drawing: UFSAR Fig 2.1-4 [Page 1]
D. Drawing: Excerpt from UFSAR Fig 6.4-2 [Page 1]
E. Drawing: Excerpt from UFSAR Fig. 2.4-1 [Page 1]
F. Wind Roses [Pages 1-2]
G. Joint Frequency Distribution Tables [Pages 1-4]
H. ARCON96 Input and Output [Pages 1-12]
- 1. PAVAN Input and Output [Pages 1-124]
J. ARCON96 Computer Disclosure Sheet [Page 1]
K. PAVAN Computer Disclosure Sheet [Page 1]
I Calculation No. LM-0641 I REV. NO.0 l PAGE NO.3 of 14 l 1.0 PURPOSE/OBJECTIVE This calculation, LM-0641, presents the atmospheric relative concentration (X/Q) values for Alternative Source Term (AST) accident evaluations for the Limerick Generating Station (hereinafter, the Station). The purpose of this calculation is to determine the Control Room, Exclusion Area Boundary (EAB), and the outer boundary of the Low Population Zone (LPZ) relative concentration values (X/Q, in sec/M3 ) resulting from certain postulated accidental radiological releases. The values resulting from this calculation will serve as input to the calculation of the radiological doses for use of the Alternative Source Terms (AST) per Regulatory Guide 1.183 (Reference 1).
The X/Q values resulting at the Control Room Intake are calculated using the NRC-sponsored computer code ARCON96 (Reference 2), consistent with the procedures in Regulatory Guide 1.194 (Reference 4). This analysis is presented in Section 2.
The X/Q values resulting at the EAB and LPZ are calculated using the NRC-sponsored computer code PAVAN (Reference 3), consistent with the procedures in Regulatory Guide 1.145 (Reference 5). This analysis is presented in Section 3.
Meteorological data utilized for this calculation were selected from the historical record of the Station meteorological monitoring tower network. Monitoring records dating back to 1972 and extending through 2002 for Tower 1 (primary tower) and Tower 2 (backup tower) were provided by Exelon (Reference 6). It was desired that this calculation be based upon the continuous 5-year period that constitutes the highest Tower I data recovery (See Attachment A for data recovery rates). The period 1996-2000 was selected.
2.0 ARCON96 MODELING ANALYSIS OF CONTROL ROOM X/Q ARCON96 is a commercial software package designated by Washington Group International (WGI) as NU-830, an "active" program applicable to nuclear safety related analyses as well as non-safety related studies and evaluations. Its use is principally control room habitability assessments. The NU-830 code has been verified for 0-2 hour, 2-8 hour, and 8-24 hour centerline and sector X/Q averages and the 95% maximum X/Q. This verification is in accordance with Revision 4 of the Washington Group International Nuclear Engineering Standard for Computer Software Control, NEP-09. Revision 0 of NU-830 was verified for ground-level and zero exit velocity uncapped vents, and Revision I was verified for zero exit velocity stack releases.
2.1 Methodology and Acceptance Criteria ARCON96 Program Description [excerpted from NUREG/CR-6331 Rev. 1]
ARCON96 is a straight line Gaussian dispersion model used in control room habitability assessments for estimating dispersion in the vicinity of buildings to calculate relative concentrations at control room air intakes that would be exceeded no more than five percent of the time. The basic diffusion model implemented in the ARCON96 code is a straight-line 1T -
Calculation No. LM-0641 REV. NO. 0 I PAGE NO. 4 of 14 Gaussian model that assumes the release rate is constant for the entire period of release. This assumption is made to permit evaluation of potential effects of accidental releases without having to specify a complete release sequence. Ambient atmospheric conditions measured in accordance with Regulatory Guide 1.23 are input to ARCON96 by way of a sequential hour-by-hour meteorological database ofjointly measured wind speed, wind direction, and Pasquill stability class, as derived from the vertical temperature difference recorded at a representative location and elevation (i.e., tower level).
ARCON96 permits evaluation of ground-level, vent, and elevated releases. Building wake effects are considered in the evaluation of relative concentrations from ground-level releases. The proportion of the mixture is determined by the ratio between the effluent vertical velocity and the release-height wind speed using the procedure included in the NRC XOQDOQ code (Reference 7). An elevated release, defined as a stack more than 2.5 times the height of structures in the immediate vicinity, is treated in the usual manner with correction for stack downwash and differences in terrain elevation between the stack and the control room intake. With an assumed zero (0) vertical exit velocity, vents are treated as ground-level releases. Otherwise, a vent release is treated as a mixed ground-level and elevated release.
Diffusion coefficients used in ARCON96 have three components. The first component is the diffusion coefficient used in other NRC models, for example XOQDOQ, and PAVAN. The other two components are corrections to account for enhanced dispersion under low wind speed conditions and in building wakes. Derivations of the low wind speed and building wake corrections are described by Ramsdell and Fosmire (Reference 8).
Parameter values for the correction factors are based on analysis of diffusion data collected in various building wake diffusion experiments. The experiments were conducted under a wide range of meteorological conditions. However, a large number of experiments were conducted during low wind speeds, when wake effects are minimal. The wake correction model included in ARCON96 treats diffusion under these conditions much better than previous models. Thus, the diffusion coefficients in ARCON96 account for both low-wind speed meander and wake effects.
ARCON96 calculates relative concentrations using hourly meteorological data. It then combines the hourly averages to estimate concentrations for periods ranging in duration from 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> to 30 days. Wind direction is considered as the averages are formed. As a result, the averages account for persistence in both diffusion conditions and wind direction. Cumulative frequency distributions are prepared from the average relative concentrations. Relative concentrations that are exceeded no more than five percent of the time (9 5th percentile relative concentrations) are determined from the cumulative frequency distributions for each averaging period. Finally, the relative concentrations for five standard averaging periods used in control room habitability assessments are calculated from the 95 th percentile relative concentrations.
2.2 Design Input 2.2.1 Source Configuration The North and South Stacks are executed by ARCON96 as a vent release. As depicted in Attachment B, both stacks have a height of 416 ft msl (200 ft above grade). The stacks are located between Reactor Buildings 1 and 2 with the North Stack situated on the north face of T1-
ICalculation No. LM-0641 l REV. NO. 0l PAGE NO. 5 of 14 l the buildings and the South Stack on the south face of the buildings as seen in Attachment C (designated as Normal Release Point 2, "HVAC VENTS FOR REACTOR ENCLOSURES").
These stacks are less than 2.5 times the 194.75 ft high Reactor Buildings (i.e., the highest adjacent building), and therefore, per Regulatory Guide 1.145, they are modeled as a 'vent' release.
Both the North and South Stacks are conservatively assumed to have a zero (0) flow, for which ARCON96 requires that the exit velocity and stack diameter each be assigned an input value of zero (0). Per Regulatory Guide 1.194, Table A-2, the actual building vertical cross-sectional area perpendicular to the wind direction must be utilized; therefore, the Reactor Buildings' combined vertical cross-sectional area of 5851 m2 (calculated as height = 59.4 m, and w = 98.5 m, based on References 9, 10 and 11), was input into ARCON96 to account for wake effects.
2.2.2 Receptors The model ARCON96 was executed for X/Q at the Control Room Intake (highlighted orange in Attachment D), which is centered on the north face of the Control Building at a height of 124 ft above grade.
The direction, relative to true north (assumed 0°) of a straight line extending from the Control Room Intake towards the stack source location, is also an input parameter required by ARCON96. Attachment D depicts the two (2) separate intake-to-stack direction scenarios analyzed in this calculation. They are as follows:
Direction (degrees) Distance (m)
Intake to Stack Intake to Stack
- North Stack (highlighted blue) 180 16.5
- South Stack (highlighted green) 180 64.8 2.2.3 Meteorological Data As described in Section 1.0, the Station's meteorological database for the five-year period, 1996-2000, as supplied by Exelon, was applied in the ARCON96 modeling analysis. Data measured at two (one primary and one backup) meteorological towers were used.
Meteorological Tower 1 is the primary tower and is located approximately 0.6 miles north-northwest of the North and South Stacks, whereas Tower 2 is the backup tower and is located west at approximately 0.4 miles from the North and South Stacks. See Attachments B and E for drawings depicting the height and locations of these meteorological towers.
Tower 2 data were used only for substitution of any missing Tower 1 data as follows:
I Calculation No. LM-0641 I REV. NO.0 l PAGE NO.6 of 14 l Limerick Meteorolo2ical Tower Instrument Levels (elevation above subject tower grade)
Tower I (primarl) Tower 2 (backup)
Wind Speed:
Elevation 1 30 ft 159 ft Elevation 2 175 ft 304 ft Wind Direction:
Elevation 1: 30 ft 159 ft Elevation 2: 175 ft 304 ft Meteorological Evaluation Services Co., Inc. (MES) illustrated that the Tower 2 delta temperature data are sufficiently representative to be substituted for the Tower 1 delta temperature data; however, since the Tower 1 and Tower 2 delta temperature height intervals differ from each other somewhat, and also since for all years shown, the primary Tower I has data recovery rates well above the NRC's 90 percent requirements, it was deemed unnecessary to make such substitutions.
Hereinafter, the Tower 1 ARCON96 meteorological input database with applicable Tower 2 values substituted for missing Tower 1 values as indicated above will be identified as the "Tower 1 Modeling Database".
Attachment F, Sheets 1 and 2 include the five-year wind rose diagrams based on the lower and upper level data in the Tower 1 Modeling Database used for the ARCON96 analysis scenarios shown below in Table 2-1.
The designation of 'calm' is made to all wind speed observations 0.5 mph or less. The higher of the starting speeds of the Climatronics' wind vane and anemometer equipment on each of the towers (i.e. 0.5 mph) was used as the threshold for calm winds, per Regulatory Guide 1.145, Section 1.1.
Attachment G contains the lower and upper level joint wind direction, wind speed, and stability class distribution tables, based on the five-year lower and upper level Tower 1 Modeling Database, as used for the ARCON96 modeling analysis. (These data are provided both in the format of number of observations and percent occurrence frequency.)
2.2.4 ARCON96 Run Scenarios Control Room Intake X/Q values were calculated by ARCON96 for various source/receptor scenarios. These two scenarios were analyzed using the five-year hourly meteorological joint wind and stability database, as identified below in Table 2-1.
Calculation No. LM-0641 I REV. NO. 0 l PAGE NO. 7 of 14_ l TABLE 2-1 ARCON96 [ METEOROLOGICAL DATABASE SCENARIOS RELEASE Wind Speed and Direction Stability Class SCENARIO Primary Secondary* (Delta Temperature) 1: North Stack Tower 1: 175 ft l Tower 1: 30 ft Tower l: 171 - 26' 2: South Stack Tower l:175 fIt Tower 1: 30 ft Tower l: 171 -26'
- Secondary data used only for those hours when primary data are missing.
The upper level of the Tower I Modeling database is the obvious most representative monitoring location of choice for wind data representing the North and South Stack release points.
The North and South Stacks are not tall enough to avoid building-induced downwash; therefore, with zero (0) exit velocity having been assumed, ARCON96 treats their releases as a
'ground-level' type.
2.3 Calculations The X/Q values resulting from the ARCON96 modeling analysis of each release and meteorological database scenario for the required time intervals are presented in Table 2-2 as follows:
TABLE 2-2 ARCON96 X/O (sec/m) RESULTS RELEASE / INTAKE &
METEOROLOGICAL 0-2 hour 2-8 hour 8-24 hour 1-4 day 4-30 day SCENARIO .
- 1. North Stack to Control Room Intake:
- Wind: Tower 1 175' 6.88E-03 5.17E-03 2.04E-03 1.29E-03 9.63E-04 Stability: Tower 1 171- 26'
- 2. South Stack To Control Room Intake: 1.26E-03 9.64E-04 3.80E-04 2.39E-04 1.80E-04
- Eind: Tower 1 175 '
Stability: Tower_ 1171_-26'
I Calculation No. LM-0641 I REV. NO.0 I PAGE NO. 8 of 14_ l 3.0 PAVAN MODELING ANALYSES OF CONTROL ROOM, EAB AND LPZ X/Q The model PAVAN is a commercial software package designated by WGI as MC-131, an "active" program applicable to nuclear safety related analyses as well as non-safety related studies and evaluations. The PAVAN code Revision I verification was performed for the 0-2 hour, 0-8 hour, 8-24, 1-4 day, and 4-30 day 0.5-percentile, and annual average direction-specific X/Q values, and the overall site 95-percentile maximum X/Q for each of the 0-2 hour, 0-8 hour, 8-24 hour, 1-4 day, and 4-30 day time-averaging periods. This verification was performed with WGI (formerly Raytheon Engineers & Constructors, Inc.) corporate standards, and is consistent with Computer Software Control, NEP-09. Revision 1 of MC-131 was verified for ground-level (i.e., non-elevated) releases, as well as elevated releases, with zero (0) vertical exit velocity assumed.
3.1 Methodology and Acceptance Criteria The computer code PAVAN is a straight line Gaussian dispersion model utilized to estimate relative ground-level air concentrations (X/Q) for potential accidental releases of radioactive material from nuclear facilities. Such assessment is required by 10 CFR 100 and 10 CFR 50.
The program implements the NRC guidance provided in Regulatory Guide 1.145. The technical basis for the program is presented by Snell and Jubach (Reference 12). Utilizing joint frequency of occurrence distributions of wind direction, wind speed and Pasquill atmospheric stability class, PAVAN calculates X/Q values as a function of direction for various time-averaging periods at the EAB and the outer boundary of the LPZ. Calculations are made from assumed ground-level (i.e., non-elevated) releases (such as vents and building penetrations), which are less than 2.5 times the height of adjacent solid structures, and from elevated releases (i.e.,
stacks). Three (3) procedures are utilized for calculating X/Q: a direction-dependent approach, a direction-independent approach, and an overall site X/Q approach.
The PAVAN model contains certain model options for executing the program. Table 3-1 below summarizes the options invoked for the EAB and LPZ X/Q calculations.
TABLE 3-1 Option No. Description Option Invoked?
Calculate a;, and o, based on desert diffusion. No 2 X/Q values include evaluation for no building wake. No 3 ENVLOP calculations printed which describe upper envelope curve. No 4 Print points used in upper envelope curve and calculation. Yes 5 Null 6 Joint frequency distribution in % frequency format. No 7 Print X/Q calculation details Yes 8 Distribute calm winds observations into first wind speed category. Yes 9 Use site-specific terrain adjustment factors for the annual average Yes calculations.
10 Assume a default terrain adjustment factor for the average annual calculations. Option 10 is applied, which together with application of Yes Option 9 means that site specific terrain factors will be used.
- A uniform value of 1.0 is used.
ICalculation No. LM-0641 l REV. NO.0 PAGE NO.9 of 14 3.2 Design Input 3.2.1 Source Configuration 3.2.1.1 Releases for Control Room Intake X/Q Evaluation The North and South Stacks are the assumed release points. Because these stacks do not qualify as 'elevated' releases as defined by Regulatory Guide 1.145, in accordance with Regulatory Guide 1.194 methodology no PAVAN modeling (i.e., only ARCON96 modeling) is appropriate for the Control Room assessment.
3.2.1.2 Releases for EAB and LPZ X/Q Evaluation As previously stated, the North and South Stacks have a physical height of 200 ft and are located to the south of the Control Room Intake. These stacks do not quality as elevated releases per Regulatory Guide 1.145. Therefore, the stacks were executed by PAVAN as 'ground' type releases requiring that each of these stack heights be assigned an input value of 10 m. The Reactor Building height of 59.4 m and smallest calculated Reactor Building vertical cross-sectional area of 2426 m2 was used for each of the scenarios.
3.2.2 Receptors For the North and South Stack to the EAB and LPZ scenarios, PAVAN was executed in ground release mode with stack-to-intake horizontal distances of 731 m for the EAB and 2043 m for the LPZ (Reference 13).
3.2.3 Meteorological Data As described in Section 1.0, Limerick meteorological data from the five-year period, 1996-2000, as supplied by Exelon for two meteorological towers (one primary and one backup), was used in the PAVAN analysis.
The format of PAVAN meteorological input consists of a joint wind direction (based on sixteen 22.5 degree sectors), wind speed (7 intervals), and stability class (7 classes) occurrence frequency distribution.
Each such meteorological joint frequency distribution for input to PAVAN was prepared by using the WGI pre-qualified program ARCONtoPAVANMETrevl (Program Number NU-840) to transform the data to a joint wind-stability occurrence frequency distribution. The seven wind speed categories were defined according to Regulatory Guide 1.23 (Reference 14) with the first category identified as "calm". The higher of the starting speeds of the Climatronics' wind vane and anemometer equipment on each of the towers (i.e. 0.50 mph) was used as the threshold for calm winds, per Regulatory Guide 1.145, Section 1.1. A midpoint was also assumed between each of the Regulatory Guide 1.23 wind speed categories, Nos. 2-6, as to be inclusive of all monitored wind speeds. The Regulatory Guide 1.23 wind speed categories have, therefore, been refined in Table 3-3 as follows:
I Calculation No. LM-0641 I REV. NO.0 l PAGE NO. IO of 14 I TABLE 3-3 DEFINED WIND SPEED CATEGORY RANGES FOR PAVAN MODELING Category No. Regulatory Guide 1.23 Speed PAVAN-Assumed CategoryNo. Interval (mph) Speed Interval (mph)
I (Calm) 0 to < I 0 to<0.50 2 1 to 3 >=0.50 to <3.5 3 4 to 7 >=3.5 to <7.5 4 8 to 12 >=7.5 to <12.5 5 13 to 18 >=12.5 to <18.5 6 19 to 24 >=18.5 to <24 7 >24 >=24 Attachment F, page I includes the five-year wind rose diagram for the lower level Tower I Modeling Database.
The same delta temperature stability class database utilized for the ARCON96 analysis described above in Section 2.2.3 was also adopted for the PAVAN analysis.
Attachment G, pages I and 2, provide the joint lower level wind-stability class occurrence frequency distribution table based on the five-year Tower 1 Modeling Database.
3.2.4 PAVAN Run Scenarios Stack release scenarios were identified for the purpose of applying the PAVAN model using the selected representative meteorological wind and stability class databases to predict the X/Q values that result at the EAB and LPZ. They are shown in Table 3-4 as follows:
TABLE 3-4 PAVAN X/Q SCENARIOS RELEASE/RECEPTOR METEOROLOGICAL DATABASE SCENARIOS SCENARIO (Tower ID: Measurement Height above Tower Grade)
Wind Speed and Direction Stability Class (Delta Temperature)
EAB (731 m) ;-- --
- North and South Stack Tower 1: 30' Tower 1: 171-26'
- X ',,e>- .
LPZ m (2043 North and South Stack I Tower 2: 30' I Tower 2: 171 - 26'
I PAGENQ.llII of 14 Calculation No.
I Calculation LM-0641 No. LM-0641 REV.NO.0 II REV. NO.0 I PAGE NO. of 14 I The Tower I Modeling Database as described above in Section 2.2.3 is representative for deriving all required meteorological input for the PAVAN modeling of the North and South Stack release X/Q for each subject receptor.
The EAB and LPZ are located at distances of 731 m and 2403 m, respectively. It should be noted that the lower (30 ft) level wind speeds contained in the Tower 1 Modeling Database were used instead of the upper (175 ft) winds, even though it might be otherwise expected that the 175 ft level winds would better represent the 200 ft North and South stack tops. This is because PAVAN requires that any non-elevated release be assumed as a 'ground level' release, which accordingly requires that whatever the release elevation may actually be, it is reassigned a value of 10 meters above station grade. Thus, using actual 10-meter monitored data (i.e., data from the 30 ft level on Tower 1) is considered to be superior to using data from another level (i.e., 175 feet) that PAVAN would subsequently adjust (but imprecisely so, by power law extrapolation) down to 10 meters.
3.3 Calculations The X/Q values for the EAB and LPZ calculated by the PAVAN modeling analysis of each release scenario are presented below in Table 3-6 for each time interval required by NRC Regulatory Guide 1.145.
TABLE 3-6 PAVAN X/O (sec/mr3 ) Results North And South Stacks to EAB and LPZ RELEASE X/Q PARAMETER l 5
hour l0-8 hour 8-24 hour 14 day I4-30day
- secrn LOCATION I ) -
"EAR Mt-M Direction-Specific Max 3.18E-04 1.76E-04 1.31E-04 6.89E-05 2.74E-05 North and South Stacks* (ESE) (ESE) (ESE) (ESE) (ESE)
Site Limit 2.79E-04 1.58E-04 1.19E.04 6.39E-05 2.63E-05
~.'§~~K.L-PZ _(2043 in)
Direction-Specific Max 1.15E-04 5.79E-05 4.10E-05 1.95E-05 6.68E-06 North and South Stacks* (ESE) (ESE) (ESE) (ESE) (ESE)
Site Limit 1.0I E-04 5.18E.05 3.71E-05 1.81E-05 6.41E-06
- The same PAVAN results apply to the North and South Stacks individually.
- The higher of the direction specific and the site limit values are indicated in bold.
-1. -'
ICalculation No. LM-0641 I REV. NO.0 I PAGE NO. 12 of 14 4.0
SUMMARY
AND CONCLUSIONS The ARCON96 and PAVAN X/Q modeling calculation results are summarized below for the Control Room, EAB and LPZ for the regulated time-averaging periods. Control Room intake results are calculated using the ARCON96 model and the EAB and LPZ results have been calculated using the PAVAN model. All input and output files for ARCON96 and PAVAN arc provided in Attachments H and I, respectively.
TABLE 4-1 X/Q RESULTS
SUMMARY
(sec/mr3 )
RECEPTOR RELEASE POINT 0-2 hour 2-8 hour* 8-24 hour 1-4 day 4-30 day Control North Stack 6.88E-03 5.17E-03 2.04E-03 1.29E-03 9.63E-04 Room Intake South Stack 1.26E-03 9.64E-04 3.80E-04 2.39E-04 1.80E-04 EAB 3.18E-04 1.76E-04 1.31E-04 6.89E-05 2.74E-05 (731 m) North(ESE) (ESE) (ESE) (ESE) (ESE)
LPZ North and South Stacks** 1.1 5E-04 5.79E-05 4.1 OE-05 1.95E-05 6.68E-06 (2,043 m) __________ (ESE) (ESE) (ESE) (ESE) (ESE)
PAVAN result representing 0-8 hour time period.
" The same PAVAN results apply to the North and South Stacks individually.
Attachments J and K provide WGI Computer Disclosure Sheets associated with the ARCON96 and PAVAN analyses, respectively.
1 -,
I Calculation No. LM-0641 l REV. NO. 0 PAGE NO. 13 of 14 l
5.0 REFERENCES
- 1) Regulatory Guide 1.183, "Alternative RadiologicalSource Terms ForEvaluatingDesign Basis Accidents At Nuclear Power Reactors"; U.S. Nuclear Regulatory Commission; July 2000.
- 2) Atmospheric Relative Concentrationsin Building Makes; NUREG/CR-633 1, PNNL-10521, Rev. 1; prepared by J. V. Ramsdell, Jr., C. A. Simmons, Pacific Northwest National Laboratory; prepared for U.S. Nuclear Regulatory Commission; May 1997 (Errata, July 1997).
- 3) Atmospheric Dispersion Code System for EvaluatingAccidental RadioactivityReleasesfrom Nuclear PowerStations; PAVAN, Vcrsion 2; Oak Ridge National Laboratory; U.S. Nuclear Regulatory Commission; December 1997.
- 4) Regulatory Guide 1.194; Atmospheric Relative Concentrationsfor ControlRoom Radiological HabitabilityAssessments at NuclearPower Plants; U.S. Nuclear Regulatory Commission; June 2003.
- 5) Regulatory Guide 1.145; Atmospheric DispersionModelsforPotentialAccidentConsequence Assessments at NuclearPower Plants (Revison l); U.S. Nuclear Regulatory Commission; November 1982.
- 6) Limerick 1972-2002 Meteorological Tower data; provided on behalf of Exelon by Pat Brennen of MES under cover letter "LGS Meteorological Data, 1972-2002", March 24, 2003.
- 7) XOQDOQ: Computer Programfor the MeteorologicalEvaluationofRoutine Releases at Nuclear Power Stations;NUREG/CR-2919; J. F. Sagendorf, J. T. Goll, and W. F. Sandusky, U.S. Nuclear Regulatory Commission; Washington, D.C; 1982.
- 8) Atmospheric DispersionEstimates in the Vicinity ofBuildings; J. V. Ramsdell and C. J. Fosmire, Pacific Northwest Laboratory; 1995.
- 9) Limerick Generating Station Units I & 2 Drawing No. M-123, Rev. 7; Equipment Location Reactor Building Unit 1, Section A-A.
- 10) Limerick Generating Station Units I & 2 Drawing No. M-121, Rev. 17; Equipment Location Reactor Enclosure Unit 1, Plan at Elev. 313 Feet.
- 11) Limerick Generating Station Units 1 & 2 Drawing No. M-136, Rev. 9; Equipment Location Reactor Enclosure Unit 2, Plan at Elev. 313 Feet.
- 12) Technical BasisforRegulatory Guide 1.145 Atmospheric DispersionModels for Potential Accident Consequence Assessments at NuclearPowerPlants;NUREG/CR-2260; W. G. Snell and R. W. Jubach, U.S. Nuclear Regulatory Commission, Washington, D.C; 1981
- 13) Limerick UFSAR, Table 2.3.4-4; LGSAccidentX/Q Values.
- 14) Regulatory Guide 1.23 (Safety Guide 23). Onsite MeteorologicalPrograms;U. S. Nuclear Regulatory Commission; USNRC Office of Standards Development; Washington, D.C.; 1972.
I Calculation No. L1-0641 I REV. NO.0 PAGE NO. 14 of 14-l 6.0 OWNER'S ACCEPTANCE REVIEW CHECKLIST FOR EXTERNAL DESIGN ANALYSIS DESIGN ANALYSIS NO. LM- 0641 REV: 0 Yes §, N/A
- 1. Do assumptions have sufficient rationale? 2(0 0
- 2. Are assumptions compatible with the way the plant is operated and with the 0< 0 licensing basis?
V0 0
- 3. Do the design inputs have sufficient rationale?
0
- 4. Are design inputs correct and reasonable?
0
- 5. Are design inputs compatible with the way the plant is operated and with the licensing basis?
- 6. Arc Engineering Judgments clearly documented and justified?
0< V0 0
- 7. Are Engineering Judgments compatible with the way the plant is operated 0
and with the licensing basis?
- 8. Do the results and conclusions satisfy the purpose and objective of the design l:V0 0 analysis?
- 9. Are the results and conclusions compatible with the way the plant is operated 0-' 0 and with the licensing basis?
- 10. Does the design analysis include the applicable design basis /o 0 documentation?
- 11. Have any limitations on the use of the results been identified and A0 0 transmitted to the appropriate organizations?
- 12. Are there any unverified assumptions?
- 13. Do all unverified assumptions have a tracking and closure mechanism in place?
o o i/r EXELON REVIEWER: / dD
Attachment A Limerick Generating Station Meteorological Data Recovery Rates (%)
Tower 1 I.
Tower 2 30' Wind 30' Wind 175' Wind 175' Wind 171'-26' 130' Wind 30' WInd 159' Wind 159' Wind 155'-26' Direction Speed Direction Speed Delta Temp IDirection Speed Direction Speed Delta Temp 1996 97.65 98.61 98.99 95.58 100.00 70.87 60.43 71.37 - ,
84.90 100.00 1997 97.28 97.05 98.13 98.23 100.00 87.6 89.14 91.27 92.00 100.00 1998 89.39 97.82 91.20 94.39 94.05 98.62 96.58 98.12 91.77 95.15 1999 97.47 97.47 . 86.93 98.55 97.34 95.32 95.32 93.69 95.32 92.97 2000 98.32 98.28 97.29 97.29 97.52 , a89.65 95.47 92.94 95.69 95.21 2001 91.02 90.83 91.02 91.02 92.36 97.04 97.04 97.04 96.67 96.68 2002 94.89 94.55 94.92 94.92 92.79 93.00 93.00 93.00 93.001 - 80.07 Tower 1 (missing values substituted with applicable Tower 2 values)
I. , ,-, I It I -zo 30' Wind 30'Wind 175' Wind 175' Wind Delta Direction Speed Direction Speed Temp*
1996 98.58 99.25 100.00 100.00 NA 1997 98.87 99.08 100.00 100.00 NA 1998 99.94 99.95 100.00 100.00 NA 1999 99.49 99.98 100.00 100.00 NA 2000 99.97 99.95 100.00 100.00 NA 2001 99.29 99.91 100.00 100.00 NA 2002 99.97 99.97 99.97 99.97 -I
- Shading indicates a data recovery rate less than 90%
- Meteorological Evaluation Services Co., Inc. (MES) illustrated that the Tower 2 delta temperature data are sufficiently representative to be substituted for the Tower I delta temperature data; however, since the Tower 1 and Tower 2 delta temperature height intervals differ from each other somewhat, and also since for all years shown, the primary Tower 1 has data recovery rates well above the NRC's 90 percent requirements, it was deemed unnecessary to make such substitutions.
LM-0641, Revision 0, Attachment A, Page 1 of 1
- ..1M A-TfA CPiM FN-r &
LIMERICK GENERATING STATION RELATIVE ELEVATIONS OF METEOROLOGICAL SENSORS AND RELEASE POINTS 1-w tiJ 14
-J LU 0
0 4
w T a Wlnd Sensors Figure 2 LM-O WbI, ReYilit1 , WAXn+ Jz9Re I
ATTACi-1NIr\J .L sfic 2 1-rr" Uf.SiR )
NORMAL RtELEASE POINTS to. 8.2m^o-P IIIl k;v^FQso it: "nI
.1I¶I,4IbNC SLosuN FVINT INONTH StACKI tUIVAT10 426 IWIO NVAC VINWl #0C AE e1oa 4NCLOIURIS t.0 8.01 ".
,. *N 214).M4 3221.
I .3.620 IItvYIIo 410 1646I6 STACKS FOA AUXILIART 804LItI2 . .
N 221I6431 O .2.431631 4sCV~t ON 422
.0 14-i if-C-6iU; Dtiti.
06416 10610
- goI, n
.6 2 642.IUI
'0 NAIPA~l'9nnp¢g"lwto CI2OLINC
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- 2.404.1161 I NLATIO.Nt446 1 694WU4 1i 6a' ILIV.IIO6 204A 3-STORY P5COC NSTRUCTM OFFICES8tLDIMf PICoiiT.
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WTR. TK. TECH N WATER, WATER: SUPP6 SATTLINO SAWN, TI`IaAT:
- 1 K INCL CENTER a v T IIPA 0 AUX FIANS L: , TURDINK ENCL- -'PARKING AREA
.9L 216 'UNIT UN ITIV 2
- HYDROG it I
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Attachment F LM-0641, Revision 0, Attachment F, Page 1 of 2
LM-0641, Revision 0, Attachment F, Page 2 of 2 Attachment G Limerick Generating Station Joint Frequency Distribution (number of observations) 199-2000 Tower I 30'wAnd 17V-26 Delta T WId Dir Wbc1 o C.
ano NNE INE I ENE IE IESE I E ISSE IS SSW I SW I WSW I WI WNW I NW I NNW Lk lra i (A) 2(B)
(C) 4(D) 5 (E) a(in I
W.flGpd Wmd 4p-emoe (-p0h)
LM-64 1. Revision 0, Attachment G. Page 1 of 4
Limerick Generating Station Joint Frequency Distribution (Percent Occurrence Frequency) 1996-2000 Tower I 30' wind 171'-26' Delta T w_ _l D-T-ir C1ity Wind A S I I la 11 14 Is 16 Calm TOW, 1(A) 2(r) 3 (C) 4 (0) 3 (E}
6 (F)
T (G)
Not":
- I W .,.A u el a- - fib_-
ld0p W(mdom
( Oi 2
3 4
5 6
LM-641, Revision 0, Attachment G. Page 2 of 4
Limerick Generating Station Joint Frequency Distribution (number of observations) 1996-2000 Tower I 175 wind 171'-26' Delta T C"90 f N I NNU 1 E I ENE I E I ESE I SE I SE I I W SSW l W I I WNW I .. I .. ICalmw I Td.
1 (A) 2(8) 3(C) 6(F) 7(a)
I Wino 3P0 Ct.gOv I Wn Spy.
CalW.Y' h)P LM-0641. Revision 0, Attachment G, Page 3 of 4
Limerick Generating Station Joint Frequency Distribution (Percent Occurrence Frequency) 1996-2000 Tower 1 175 wind 171'-26 Deta T
.,A a e l I rsna I I I a A r I- -I " -.I - - I: - I I I I I I I I eagr 2 i 4 0 I I I 1t 11 12 1. 14 Is Is CM ToW
"(A) 218) 3 (C) 4(D)
S(8 7 (G)
I Nam:
11V-n S-11 Wl; d eX add w. -- .U O%
WMndSpd h.-h%
LW-64, Revision 0, Attachment G, Page 4 of 4
Attachment H North Stack to Control Room ARCON96 Input 5
C:\MYDOCU-1\TRACI\LIMERICK\T196 A.MET C:\MYDOCU-1\TRACI\LIMERICK\T197 A.MET C:\MYDOCU-1\TRACI\LIMERICK\T198 A.MET C:\MYDOCU-1\TRACI\LIMERICK\Tl99_A.MET C:\MYDOCU-1\TRACI\LIMERICK\T100_A.MET 9.14 53.30 2
2 61.00 5851.00 0.00 0.00 0.00 180 90 16.50 37.80 0.00 NtoCR2F.out NtoCR2F.cfd
.1 0.22 4.00 1 2 4 8 12 24 96 168 360 720 1 2 4 8 11 22 87 152 324 648 0.00 0.00 LM-0641, Revision 0, Attachment H, Page 1 of 12
ARCON96 Output X/Q CUMULATIVE FREQUENCY DISTRIBUTIONS XOQ 1 2 4 8 XOQ 12 24 96 168 360 720 Abv. Lim. 0. 0. 0. 0. Abv. Lim. 0. 0. 0. 0. 0. 0.
9.120E-03 83. 31. 14. 2. 9.120E-03 0. 0. 0. 0. 0. 0.
8.318E-03 325. 174. 71. 13. 8.318E-03 0. 0. 0. 0. 0. 0.
7.586E-03 553. 429. 248. 108. 7.586E-03 0. 0. 0. 0. 0. 0.
6.918E-03 2077. 1451. 930. 409. 6.918E-03 30. 0. 0. 0. 0. 0.
6.310E-03 3033. 2474. 1831. 1043. 6.310E-03 105. 0. 0. 0. 0. 0.
5.754E-03 4552. 3692. 2802. 1873. 5.754E-03 398. 0. 0. 0. 0. 0.
5.248E-03 5315. 4365. 3592. 2642. 5.248E-03 1004. 11. 0. 0. 0. 0.
4.786E-03 5816. 4840. 4269. 3364. 4.786E-03 1717. 87. 0. 0. 0. 0.
4.365E-03 6315. 5296. 4893. 4125. 4.365E-03 2526. 308. 0. 0. 0. 0.
3.981E-03 6716. 5725. 5444. 4819. 3.981E-03 3311. 703. 0. 0. 0. 0.
3.631E-03 7015. 6294. 6039. 5477. 3.631E-03 4097. 1175. 1. 0. 0. 0.
3.311E-03 7245. 6802. 6610. 6165. 3.311E-03 4852. 1875. 44. 0. 0. 0.
3.020E-03 7427. 7401. 7155. 6811. 3.020E-03 5569. 2702. 66. 0. 0. 0.
2.754E-03 7567. 7867. 7592. 7355. 2.754E-03 6334. 3635. 88. 40. 0. 0.
2.512E-03 7716. 8191. 7962. 7996. 2.512E-03 7022. 4567. 159. 84. 0. 0.
2.291E-03 7843. 8527. 8274. 8525. 2.291E-03 7719. 5516. 373. 110. 0. 0.
2.089E-03 7951. 8848. 8604. 9020. 2.089E-03 8356. 6520. 755. 226. 0. 0.
1.905E-03 8069. 9097. 8888. 9548. 1.905E-03 8993. 7431. 1422. 383. 88. 0.
1.738E-03 8168. 9333. 9485. 10060. 1.738E-03 9594. 8342. 2275. 660. 156. 0.
1.585E-03 8262. 9524. 9851. 10497. 1.585E-03 10161. 9236. 3565. 1363. 222. 0.
1.445E-03 8348. 9669. 10408. 11039. 1.445E-03 10731. 10169. 4969. 2577. 469. 8.
1.318E-03 8412. 9786. 10759. 11422. 1.318E-03 11202. 11025. 6567. 3950. 919. 143.
1.202E-03 8458. 9904. 11040. 11709. 1.202E-03 11721. 11886. 8257. 5923. 2102. 448.
1.096E-03 8505. 9977. 11324. 11976. 1.096E-03 12205. 12692. 10008. 7859. 3952. 1490.
1.OOOE-03 8521. 10044. 11583. 12222. 1.OOOE-03 12692. 13458. 11821. 10188. 6860. 3441.
9.120E-04 8541. 10087. 11793. 12686. 9.120E-04 13125. 14133. 14053. 12620. 9461. 6410.
8.318E-04 8554. 10117. 11955. 13067. 8.318E-04 13554. 14818. 16039. 14964. 12371. 10638.
7.586E-04 8565. 10148. 12062. 13539. 7.586E-04 13899. 15526. 17800. 17283. 16271. 16006.
6.918E-04 8567. 10173. 12151. 13937. 6.918E-04 14236. 16160. 19125. 19210. 19909. 20523.
6.310E-04 8574. 10187. 12247. 14218. 6.310E-04 14555. 16728. 20824. 21190. 23160. 24981.
5.754E-04 8577. 10199. 12309. 14472. 5.754E-04 15048. 17341. 22297. 23369. 25911. 28666.
5.248E-04 8583. 10208. 12349. 14772. 5.248E-04 15401. 17889. 23859. 25582. 28013. 31854.
4.786E-04 8583. 10212. 12389. 14978. 4.786E-04 15821. 18369. 25137. 27398. 29591. 33470.
4.365E-04 8584. 10215. 12425. 15159. 4.365E-04 16173. 18829. 26427. 28751. 31394. 34945.
3.981E-04 8584. 10215. 12438. 15289. 3.981E-04 16436. 19292. 27759. 30055. 33025. 36255.
3.631E-04 8584. 10215. 12454. 15386. 3.631E-04 16711. 19636. 28938. 31173. 34079. 37606.
3.311E-04 8584. 10215. 12465. 15483. 3.311E-04 16969. 20039. 29915. 32468. 35312. 38661.
3.020E-04 8584. 10215. 12475. 15548. 3.020E-04 17302. 20616. 30742. 33475. 36301. 39315.
2.754E-04 8584. 10215. 12483. 15598. 2.754E-04 17528. 20983. 31601. 34285. 37105. 39606.
2.512E-04 8584. 10216. 12487. 15630. 2.512E-04 17689. 21364. 32187. 35035. 37737. 39858.
2.291E-04 8584. 10216. 12489. 15652. 2.291E-04 17865. 21689. 32700. 35901. 38149. 40002.
2.089E-04 8584. 10216. 12491. 15680. 2.089E-04 18060. 21965. 33213. 36584. 38425. 40153.
1.905E-04 8584. 10216. 12491. 15691. 1.905E-04 18184. 22240. 33640. 37079. 38706. 40153.
1.738E-04 8584. 10216. 12491. 15696. 1.738E-04 18267. 22555. 34152. 37557. 38989. 40153.
1.585E-04 8584. 10216. 12491. 15712. 1.585E-04 18313. 22874. 34523. 37962. 39167. 40153.
LM-0641, Revision 0, Attachment H, Page 2 of 12
1.445E-04 8584. 10216. 12491. 15719. 1.445E-04 18363. 23143. 35055. 38208. 39510. 40153.
1.318E-04 8584. 10216. 12492. 15725. 1.318E-04 18412. 23404. 35285. 38449. 39642. 40153.
1.202E-04 8584. 10216. 12492. 15729. 1.202E-04 18438. 23595. 35651. 38646. 39691. 40153.
1.096E-04 8584. 10216. 12492. 15730. 1.096E-04 18458. 23850. 36089. 38716. 39757. 40153.
1.OOOE-04 8584. 10216. 12492. 15731. 1.OOOE-04 18473. 24040. 36318. 38935. 39810. 40153.
9.120E-05 8584. 10216. 12492. 15731. 9.120E-05 18484. 24164. 36431. 38966. 39854. 40153.
8.318E-05 8584. 10216. 12492. 15731. 8.318E-05 18492. 24287. 36613. 39180. 39857. 40153.
7.586E-05 8584. 10216. 12492. 15731. 7.586E-05 18494. 24347. 36825. 39210. 39862. 40153.
6.918E-05 8584. 10216. 12492. 15731. 6.918E-05 18503. 24452. 37022. 39399. 39872. 40153.
6.310E-05 8584. 10216. 12492. 15731. 6.310E-05 18507. 24482. 37191. 39728. 39872. 40153.
5.754E-05 8584. 10216. 12492. 15731. 5.754E-05 18512. 24511. 37388. 39764. 39872. 40153.
5.248E-05 8584. 10216. 12492. 15731. 5.248E-05 18514. 24517. 37470. 39796. 39872. 40153.
4.786E-05 8584. 10216. 12492. 15731. 4.786E-05 18514. 24529. 37523. 39819. 39872. 40153.
4.365E-05 8584. 10216. 12492. 15731. 4.365E-05 18514. 24557. 37691. 40014. 39872. 40153.
3.981E-05 8584. 10216. 12492. 15731. 3.981E-05 18514. 24558. 37805. 40086. 39872. 40153.
3.631E-05 8584. 10216. 12492. 15731. 3.631E-05 18514. 24561. 37914. 40178. 39872. 40153.
3.311E-05 8584. 10216. 12492. 15731. 3.311E-05 18514. 24572. 38067. 40300. 39872. 40153.
3.020E-05 8584. 10216. 12492. 15731. 3.020E-05 18514. 24575. 38105. 40353. 39872. 40153.
2.754E-05 8584. 10216. 12492. 15731. 2.754E-05 18514. 24579. 38144. 40364. 39872. 40153.
2.512E-05 8584. 10216. 12492. 15731. 2.512E-05 18514. 24579. 38349. 40495. 39872. 40153.
2.291E-05 8584. 10216. 12492. 15731. 2.291E-05 18514. 24579. 38426. 40522. 39872. 40153.
2.089E-05 8584. 10216. 12492. 15731. 2.089E-05 18514. 24579. 38534. 40524. 39872. 40153.
1.905E-05 8584. 10216. 12492. 15731. 1.905E-05 18514. 24579. 38590. 40546. 39872. 40153.
1.738E-05 8584. 10216. 12492. 15731. 1.738E-05 18514. 24579. 38672. 40548. 39872. 40153.
1.585E-05 8584. 10216. 12492. 15731. 1.585E-05 18514. 24579. 38672. 40548. 39872. 40153.
1.445E-05 8584. 10216. 12492. 15731. 1.445E-05 18514. 24579. 38689. 40637. 39872. 40153.
1.318E-05 8584. 10216. 12492. 15731. 1.318E-05 18514. 24579. 38693. 40689. 39872. 40153.
1.202E-05 8584. 10216. 12492. 15731. 1.202E-05 18514. 24579. 38701. 40759. 39872. 40153.
1.096E-05 8584. 10216. 12492. 15731. 1.096E-05 18514. 24579. 38702. 40760. 39872. 40153.
1.OOOE-05 8584. 10216. 12492. 15731. 1.OOOE-05 18514. 24579. 38702. 40768. 39872. 40153.
9.120E-06 8584. 10216. 12492. 15731. 9.120E-06 18514. 24579. 38703. 40768. 39872. 40153.
8.318E-06 8584. 10216. 12492. 15731. 8.318E-06 18514. 24579. 38709. 40772. 39872. 40153.
7.586E-06 8584. 10216. 12492. 15731. 7.586E-06 18514. 24579. 38709. 40780. 39872. 40153.
6.918E-06 8584. 10216. 12492. 15731. 6.918E-06 18514. 24579. 38709. 40780. 39872. 40153.
6.310E-06 8584. 10216. 12492. 15731. 6.310E-06 18514. 24579. 38709. 40780. 39872. 40153.
5.754E-06 8584. 10216. 12492. 15731. 5.754E-06 18514. 24579. 38709. 40780. 39872. 40153.
5.248E-06 8584. 10216. 12492. 15731. 5.248E-06 18514. 24579. 38709. 40781. 39872. 40153.
4.786E-06 8584. 10216. 12492. 15731. 4.786E-06 18514. 24579. 38709. 40781. 39872. 40153.
4.365E-06 8584. 10216. 12492. 15731. 4.365E-06 18514. 24579. 38709. 40781. 39872. 40153.
3.981E-06 8584. 10216. 12492. 15731. 3.981E-06 18514. 24579. 38709. 40781. 39872. 40153.
3.631E-06 8584. 10216. 12492. 15731. 3.631E-06 18514. 24579. 38709. 40781. 39872. 40153.
3.311E-06 8584. 10216. 12492. 15731. 3.311E-06 18514. 24579. 38709. 40781. 39872. 40153.
3.020E-06 8584. 10216. 12492. 15731. 3.020E-06 18514. 24579. 38709. 40781. 39872. 40153.
2.754E-06 8584. 10216. 12492. 15731. 2.754E-06 18514. 24579. 38709. 40781. 39872. 40153.
2.512E-06 8584. 10216. 12492. 15731. 2.512E-06 18514. 24579. 38709. 40781. 39872. 40153.
2.291E-06 8584. 10216. 12492. 15731. 2.291E-06 18514. 24579. 38709. 40781. 39872. 40153.
2.089E-06 8584. 10216. 12492. 15731. 2.089E-06 18514. 24579. 38709. 40781. 39872. 40153.
1.905E-06 8584. 10216. 12492. 15731. 1.905E-06 18514. 24579. 38709. 40781. 39872. 40153.
1.738E-06 8584. 10216. 12492. 15731. 1.738E-06 18514. 24579. 38709. 40781. 39872. 40153.
1.585E-06 8584. 10216. 12492. 15731. 1.585E-06 18514. 24579. 38709. 40781. 39872. 40153.
1.445E-06 8584. 10216. 12492. 15731. 1.445E-06 18514. 24579. 38709. 40781. 39872. 40153.
1.318E-06 8584. 10216. 12492. 15731. 1.318E-06 18514. 24579. 38709. 40781. 39872. 40153.
1.202E-06 8584. 10216. 12492. 15731. 1.202E-06 18514. 24579. 38709. 40781. 39872. 40153.
LM-0641, Revision 0, Attachment H, Page 3 of 12
1.096E-06 8584. 10216. 12492. 15731. 1.096E-06 18514. 24579. 38709. 40781. 39872. 40153.
1.OOOE-06 8584. 10216. 12492. 15731. 1.OOOE-06 18514. 24579. 38709. 40781. 39872. 40153.
Belw. Lim. 0. 0. 0. 0. Belw. Lim. 0. 0. 0. 0. 0. 0.
LM-0641, Revision 0, Attachment H, Page 4 of 12
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 Phone: (301) 415 1080 e-mail: jyll~nrc.gov J. J. Hayes Phone: (301) 415 3167 e-mail: jjh@nrc.gov L. A Brown Phone: (301) 415 1232 e-mail: lab28nrc.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 5/18/2003 at 14:33:54
- ARCON INPUT
- Number of Meteorological Data Files - 5 Meteorological Data File Names C:\MYDOCU-1\TRACI\LIMERICK\T196 A.MET C:\MYDOCU-1\TRACI\LIMERICK\T197 A.MET C:\MYDOCU-1\TRACI\LIMERICK\T198 A.MET C:\MYDOCU-l\TRACI\LIMERICK\Tl99 A.MET C:\MYDOCU-l\TRACI\LIMERICK\TlOOA.MET Height of lower wind instrument (m) - 9.1 Height of upper wind instrument (m) - 53.3 Wind speeds entered as miles per hour Vent release Release height (m) - 61.0 Building Area (m^2) _ 5851.0 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) - 180 Wind direction sector width (deg) = 90 LM-0641, Revision 0, Attachment H, Page 5 of 12
Wind direction window (deg) - 135 - 225 Distance to intake (m) = 16.5 Intake height (m) = 37.8 Terrain elevation difference (m) _ .0 Output file names NtoCR2F.out NtoCR2F.cfd Minimum Wind Speed (m/s) _ .2 Surface roughness length (m) _ .10 Sector averaging constant _ 4.0 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 = 43849 Hours of missing data - 1153 Hours direction in window - 8582 Hours elevated plume w/ dir. in window - 0 Hours of calm winds = 2 Hours direction not in window or calm - 34112 DISTRIBUTION
SUMMARY
DATA BY AVERAGING INTERVAL 1 2 4 8 12 24 96 168 360 720 AVER. PER.
1.OOE-02 1.OOE-02 1.OOE-02 1.OOE-02 1.0OE-02 1.OOE-02 1.OOE-02 1.OOE-02 1.OOE-02 1.00E-02 UPPER LIM.
1.OOE-06 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 LOW LIM.
ABOVE RANGE 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
IN RANGE 8584. 10216. 12492. 15731. 18514. 24579. 38709. 40781. 39872. 40153.
- 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
BELOW RANGE ZERO 34112. 32421. 30027. 26552. 24050. 17897. 3187. 468. 0. 0.
42696. 42637. 42519. 42283. 42564. 42476. 41896. 41249. 39872. 40153.
TOTAL X/Qs
% NON ZERO 20.10 23.96 29.38 37.20 43.50 57.87 92.39 98.87 100.00 100.00 95th PERCENTILE X/Q VALUES 6.51E-03 6.14E-03 5.60E-03 4.57E-03 3.22E-03 1.77E-03 1.50E-03 1.21E-03 1.07E-03 6.88E-03 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 /> 6.88E-03 2 to 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> 5.17E-03 8 to 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 2.04E-03 1 to 4 days 1.29E-03 4 to 30 days 9.63E-04 HOURLY VALUE RANGE MAX X/Q MIN X/Q CENTERLINE 9.46E-03 4.48E-04 SECTOR-AVERAGE 5.93E-03 2.81E-04 NORMAL PROGRAM COMPLETION LM-0641, Revision 0, Attachment H, Page 6 of 12
South Stack to Control Room ARCON96 Input 5
T196_a.met T197 a.met T198_a.met T199 a.met T100_a.met 9.14 53.30 2
2 61.00 5851.00 0.00 0.00 0.00 180 90 64.80 37.80 0.00 StoCR2F.out StoCR2F.cfd
.1 0.22 4.00 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
LM-0641, Revision 0, Attachment H, Page 7 of 12
ARCON96 Output X/Q CUMULATIVE FREQUENCY DISTRIBUTIONS XOQ 1 2 4 8 XOQ 12 24 96 168 360 720 Abv. Lim. 0. 0. 0. 0. Abv. Lim. 0. 0. 0. 0. 0. 0.
9.120E-03 0. 0. 0. 0. 9.120E-03 0. 0. 0. 0. 0. 0.
8.318E-03 0. 0. 0. 0. 8.318E-03 0. 0. 0. 0. 0. 0.
7.586E-03 0. 0. 0. 0. 7.586E-03 0. 0. 0. 0. 0. 0.
6.918E-03 0. 0. 0. 0. 6.918E-03 0. 0. 0. 0. 0. 0.
6.310E-03 0. 0. 0. 0. 6.310E-03 0. 0. 0. 0. 0. 0.
5.754E-03 0. 0. 0. 0. 5.754E-03 0. 0. 0. 0. 0. 0.
5.248E-03 0. 0. 0. 0. 5.248E-03 0. 0. 0. 0. 0. 0.
4.786E-03 0. 0. 0. 0. 4.786E-03 0. 0. 0. 0. 0. 0.
4.365E-03 0. 0. 0. 0. 4.365E-03 0. 0. 0. 0. 0. 0.
3.981E-03 0. 0. 0. 0. 3.981E-03 0. 0. 0. 0. 0. 0.
3.631E-03 0. 0. 0. 0. 3.631E-03 0. 0. 0. 0. 0. 0.
3.311E-03 0. 0. 0. 0. 3.311E-03 0. 0. 0. 0. 0. 0.
3.020E-03 0. 0. 0. 0. 3.020E-03 0. 0. 0. 0. 0. 0.
2.754E-03 0. 0. 0. 0. 2.754E-03 0. 0. 0. 0. 0. 0.
2.512E-03 0. 0. 0. 0. 2.512E-03 0. 0. 0. 0. 0. 0.
2.291E-03 0. 0. 0. 0. 2.291E-03 0. 0. 0. 0. 0. 0.
2.089E-03 0. 0. 0. 0. 2.089E-03 0. 0. 0. 0. 0. 0.
1.905E-03 0. 0. 0. 0. 1.905E-03 0. 0. 0. 0. 0. 0.
1.738E-03 0. 0. 0. 0. 1.738E-03 0. 0. 0. 0. 0. 0.
1.585E-03 123. 68. 28. 5. 1.585E-03 0. 0. 0. 0. 0. 0.
1.445E-03 452. 300. 144. 56. 1.445E-03 0. 0. 0. 0. 0. 0.
1.318E-03 1666. 1100. 597. 234. 1.318E-03 2. 0. 0. 0. 0. 0.
1.202E-03 2532. 2197. 1514. 814. 1.202E-03 65. 0. 0. 0. 0. 0.
1.096E-03 4307. 3497. 2581. 1628. 1.096E-03 272. 0. 0. 0. 0. 0.
1.OOOE-03 5177. 4207. 3362. 2416. 1.OOOE-03 768. 5. 0. 0. 0. 0.
9.120E-04 5741. 4779. 4131. 3146. 9.120E-04 1500. 53. 0. 0. 0. 0.
8.318E-04 6261. 5211. 4774. 3923. 8.318E-04 2299. 237. 0. 0. 0. 0.
7.586E-04 6705. 5648. 5302. 4648. 7.586E-04 3087. 590. 0. 0. 0. 0.
6.918E-04 7003. 5992. 5851. 5307. 6.918E-04 3882. 1020. 0. 0. 0. 0.
6.310E-04 7236. 6698. 6471. 5995. 6.310E-04 4631. 1661. 39. 0. 0. 0.
5.754E-04 7438. 7254. 7027. 6662. 5.754E-04 5400. 2464. 58. 0. 0. 0.
5.248E-04 7603. 7791. 7533. 7228. 5.248E-04 6142. 3364. 82. 21. 0. 0.
4.786E-04 7725. 8144. 7932. 7858. 4.786E-04 6859. 4319. 128. 81. 0. 0.
4.365E-04 7845. 8479. 8236. 8408. 4.365E-04 7546. 5269. 278. 101. 0. 0.
3.981E-04 7955. 8834. 8519. 8935. 3.981E-04 8193. 6260. 639. 199. 0. 0.
3.631E-04 8073. 9129. 8855. 9446. 3.631E-04 8841. 7179. 1241. 311. 13. 0.
3.311E-04 8177. 9368. 9368. 9950. 3.311E-04 9439. 8117. 2025. 563. 151. 0.
3.020E-04 8267. 9553. 9789. 10415. 3.020E-04 10043. 9014. 3174. 1093. 209. 0.
2.754E-04 8348. 9719. 10374. 10950. 2.754E-04 10604. 9914. 4600. 2192. 371. 0.
2.512E-04 8416. 9829. 10732. 11363. 2.512E-04 11068. 10788. 6132. 3542. 737. 93.
2.291E-04 8463. 9931. 11000. 11698. 2.291E-04 11576. 11644. 7816. 5271. 1699. 307.
2.089E-04 8504. 10001. 11299. 11951. 2.089E-04 12086. 12484. 9530. 7375. 3365. 1189.
1.905E-04 8522. 10056. 11610. 12201. 1.905E-04 12632. 13254. 11285. 9549. 6069. 2841.
1.738E-04 8539. 10099. 11816. 12467. 1.738E-04 13074. 13940. 13598. 11940. 8711. 5264.
1.585E-04 8555. 10125. 11968. 13020. 1.585E-04 13481. 14652. 15407. 14255. 11498. 9419.
LM-0641, Revision 0, Attachment H, Page 8 of 12
1.318E-04 8567. 10175. 12208. 13862. 1.318E-04 14159. 16022. 18782. 18646. 18773. 19496.
1.202E-04 8574. 10187. 12281. 14194. 1.202E-04 14489. 16612. 20351. 20788. 22065. 23788.
1.096E-04 8577. 10199. 12339. 14471. 1.096E-04 14990. 17202. 21963. 22854. 25426. 27679.
- 1. OOOE-04 8582. 10208. 12383. 14749. 1.OOOE-04 15331. 17789. 23455. 25199. 27575. 31236.
- 9. 120E-05 8583. 10212. 12420. 15015. 9.120E-05 15774. 18266. 24879. 26862. 29067. 32994.
8.318E-05 8584. 10214. 12433. 15184. 8.318E-05 16113. 18757. 26177. 28445. 30950. 34722.
7.586E-05 8584. 10215. 12446. 15324. 7.586E-05 16409. 19222. 27515. 29731. 32603. 35991.
6.310E-05 8584. 10215. 12468. 15528. 6.310E-05 16985. 19976. 29634. 31934. 34937. 38412.
5.754E-05 8584. 10215. 12473. 15605. 5.754E-05 17296. 20425. 30513. 33251. 36136. 39193.
5.248E-05 8584. 10215. 12482. 15627. 5.248E-05 17515. 20930. 31480. 34068. 36911. 39557.
4.786E-05 8584. 10216. 12487. 15666. 4.786E-05 17719. 21319. 32060. 34814. 37632. 39819.
4.365E-05 8584. 10216. 12489. 15682. 4.365E-05 17909. 21650. 32587. 35780. 38113. 39954.
3.631E-05 8584. 10216. 12491. 15691. 3.631E-05 18208. 22160. 33544. 37000. 38568. 40153.
3.311E-05 8584. 10216. 12491. 15696. 3.311E-05 18288. 22540. 34107. 37407. 38907. 40153.
3.020E-05 8584. 10216. 12491. 15712. 3.020E-05 18351. 22831. 34413. 37936. 39157. 40153.
2.754E-05 8584. 10216. 12491. 15719. 2.754E-05 18397. 23106. 34980. 38152. 39506. 40153.
2.512E-05 8584. 10216. 12492. 15725. 2.512E-05 18423. 23411. 35202. 38441. 39615. 40153.
2.291E-05 8584. 10216. 12492. 15729. 2.291E-05 18448. 23643. 35531. 38583. 39688. 40153.
2.089E-05 8584. 10216. 12492. 15730. 2.089E-05 18472. 23869. 36047. 38683. 39756. 40153.
1.738E-05 8584. 10216. 12492. 15731. 1.738E-05 18488. 24217. 36356. 38960. 39815. 40153.
1.585E-05 8584. 10216. 12492. 15731. 1.585E-05 18492. 24311. 36591. 39173. 39857. 40153.
1.445E-05 8584. 10216. 12492. 15731. 1.445E-05 18494. 24421. 36793. 39199. 39862. 40153.
1.318E-05 8584. 10216. 12492. 15731. 1.318E-05 18507. 24460. 37025. 39291. 39872. 40153.
1.202E-05 8584. 10216. 12492. 15731. 1.202E-05 18507. 24498. 37203. 39733. 39872. 40153.
1.096E-05 8584. 10216. 12492. 15731. 1.096E-05 18514. 24507. 37377. 39758. 39872. 40153.
- 1. OOOE-05 8584. 10216. 12492. 15731. 1. OOOE-05 18514. 24544. 37463. 39795. 39872. 40153.
9.120E-06 8584. 10216. 12492. 15731. 9.120E-06 18514. 24556. 37511. 39950. 39872. 40153.
8.318E-06 8584. 10216. 12492. 15731. 8.318E-06 18514. 24557. 37671. 40012. 39872. 40153.
7.586E-06 8584. 10216. 12492. 15731. 7.586E-06 18514. 24558. 37754. 40091. 39872. 40153.
- 6. 918E-06 8584. 10216. 12492. 15731. 6.918E-06 18514. 24560. 37896. 40178. 39872. 40153.
6.310E-06 8584. 10216. 12492. 15731. 6.310E-06 18514. 24572. 38067. 40299. 39872. 40153.
5.754E-06 8584. 10216. 12492. 15731. 5.754E-06 18514. 24575. 38113. 40324. 39872. 40153.
5.248E-06 8584. 10216. 12492. 15731. 5.248E-06 18514. 24579. 38179. 40364. 39872. 40153.
4.786E-06 8584. 10216. 12492. 15731. 4.786E-06 18514. 24579. 38363. 40495. 39872. 40153.
4.365E-06 8584. 10216. 12492. 15731. 4.365E-06 18514. 24579. 38537. 40522. 39872. 40153.
3.311E-06 8584. 10216. 12492. 15731. 3.311E-06 18514. 24579. 38676. 40548. 39872. 40153.
3.020E-06 8584. 10216. 12492. 15731. 3.020E-06 18514. 24579. 38689. 40549. 39872. 40153.
2.754E-06 8584. 10216. 12492. 15731. 2.754E-06 18514. 24579. 38691. 40639. 39872. 40153.
2.512E-06 8584. 10216. 12492. 15731. 2.512E-06 18514. 24579. 38693. 40767. 39872. 40153.
2.291E-06 8584. 10216. 12492. 15731. 2.291E-06 18514. 24579. 38701. 40771. 39872. 40153.
2.089E-06 8584. 10216. 12492. 15731. 2.089E-06 18514. 24579. 38702. 40779. 39872. 40153.
1.738E-06 8584. 10216. 12492. 15731. 1.738E-06 18514. 24579. 38703. 40780. 39872. 40153.
1.585E-06 8584. 10216. 12492. 15731. 1.585E-06 18514. 24579. 38709. 40780. 39872. 40153.
1.445E-06 8584. 10216. 12492. 15731. 1.445E-06 18514. 24579. 38709. 40780. 39872. 40153.
1.318E-06 8584. 10216. 12492. 15731. 1.318E-06 18514. 24579. 38709. 40780. 39872. 40153.
1.202E-06 8584. 10216. 12492. 15731. 1.202E-06 18514. 24579. 38709. 40780. 39872. 40153.
LM-0641, Revision 0, Attachment H, Page 9 of 12
1.096E-06 8584. 10216. 12492. 15731. 1.096E-06 18514. 24579. 38709. 40780. 39872. 40153.
- 1. OOOE-06 8584. 10216. 12492. 15731. 1. OOOE-06 18514. 24579. 38709. 40781. 39872. 40153.
Belw. Lim. 0. 0. 0. 0. Belw. Lim. 0. 0. 0. 0. 0. 0.
LM-0641, Revision 0, Attachment H, Page 10 of 12
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 Phone: (301) 415 1080 e-mail: jyll~nrc.gov J. J. Hayes Phone: (301) 415 3167 e-mail: jjh~nrc.gov L. A Brown 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 5/18/2003 at 14:34:31
- ARCON INPUT Number of Meteorological Data Files - 5 Meteorological Data File Names T196 a.met T197 a.met T198_a.met T199 a.met T100la.met Height of lower wind instrument (m) - 9.1 Height of upper wind instrument (m) = 53.3 Wind speeds entered as miles per hour Vent release Release height (m) - 61.0 Building Area (m^2) , 5851.0 Effluent vertical velocity (m/s) = .00 Vent or stack flow (m^3/s) - .00 Vent or stack radius (i) = .00 Direction .. intake to source (deg) - 180 Wind direction sector width (deg) = 90 Wind direction window (deg) - 135 - 225 LM-0641, Revision 0, Attachment H, Page 11 of 12
Distance to intake (m) = 64.8 Intake height (m) = 37.8 Terrain elevation difference (m) _ .0 Output file names StoCR2F.out StoCR2F.cfd Minimum Wind Speed (m/s) = .2 Surface roughness length (m) = .10 4 .1 0 Sector averaging constant _ 4.0 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 - 43849 Hours of missing data = 1153 Hours direction in window - 8582 Hours elevated plume w/ dir. in window = 0 Hours of calm winds - 2 Hours direction not in window or calm = 34112 DISTRIBUTION
SUMMARY
DATA BY AVERAGING INTERVAL AVER. PER. 1 2 4 8 12 24 96 168 360 720 UPPER LIM. 1.00E-02 1.OOE-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 1.00E-06 1.OOE-06 1.OOE-06 1.OOE-06 1.OOE-06 1.OOE-06 1.00E-06 1.OOE-06 1.OOE-06 ABOVE RANGE 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
IN RANGE 8584. 10216. 12492. 15731. 18514. 24579. 38709. 40781. 39872. 40153.
BELOW RANGE 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
ZERO 34112. 32421. 30027. 26552. 24050. 17897. 3187. 468. 0. 0.
TOTAL X/Qs 42696. 42637. 42519. 42283. 42564. 42476. 41896. 41249. 39872. 40153.
% NON ZERO 20.10 23.96 29.38 37.20 43.50 57.87 92.39 98.87 100.00 100.00 95th PERCENTILE X/Q VALUES 1.21E-03 1.14E-03 1.04E-03 8.49E-04 5.99E-04 3.29E-04 2.79E-04 2.26E-04 2.OOE-04 1.26E-03 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 /> 1.26E-03 2 to 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> 9.64E-04 8 to 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> 3.80E-04 1 to 4 days 2.39E-04 4 to 30 days 1.80E-04 HOURLY VALUE RANGE MAX X/Q MIN X/Q CENTERLINE 1.70E-03 8.47E-05 SECTOR-AVERAGE 1.06E-03 5.31E-05 NORMAL PROGRAM COMPLETION LM-0641, Revision 0, Attachment H, Page 12 of 12
Attachment I PAVAN Input North and South Stack to the EAB and LPZ 1 1111 Limerick Ground Release 9.14 meters 52.3-7.9 meters Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 7 0 5851. 59.4 10.0 9.14 0 0 0 0 1 0 1
- 5. 5. 7. 1. 1. 1. 1. 0. 0. 0. 3. 14. 23. 7. 8. 6.
- 85. 54. 34. 16. 4. 10. 8. 7. 42. 94. 177. 212. 214. 189. 80. 56.
- 27. 13. 4. 9. 6. 9. 8. 10. 71. 124. 69. 125. 165. 253. 190. 60.
- 0. 0. 0. 4. 8. 0. 0. 0. 7. 16. 6. 11. 67. 139. 59. 17.
- 0. 0. 0. 0. 0. 0. 0. 0. 2. 1. 0. 0. 5. 12. 8. 4.
- 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0.
- 7. 4. 8. 6. 4. 2. 1. 0. 3. 2. 10. 12. 22. 12. 5. 0.
- 50. 32. 27. 29. 19. 16. 6. 17. 37. 76. 73. 82. 93. 108. 68. 40.
- 25. 11. 10. 17. 24. 14. 3. 6. 29. 54. 20. 38. 94. 124. 133. 44.
- 1. 2. 0. 1. 5. 2. 0. 0. 6. 4. 0. 2. 36. 85. 50. 21.
- 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 7. 4. 5. 4.
- 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 4. 0. 0. 0.
- 6. 7. 13. 11. 6. 4. 5. 8. 8. 13. 22. 26. 26. 21. 11. 10.
- 52. 43. 34. 60. 49. 16. 34. 23. 47. 82. 84. 93. 124. 132. 81. 35.
- 24. 9. 11. 37. 47. 13. 4. 9. 36. 59. 23. 37. 88. 168. 176. 55.
- 1. 0. 0. 3. 1. 1. 1. 3. 12. 3. 2. 1. 39. 131. 124. 22.
- 0. 0. 0. 0. 0. 0. 0. 0. 1. 1. 0. 0. 8. 12. 30. 3.
- 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.- 0. 0. 0. 1. 1. 0.
204. 207. 303. 243. 177. 130. 119. 96. 123. 146. 156. 194. 195. 210. 193. 154.
379. 288. 508. 801. 480. 280. 226. 326. 443. 416. 288. 315. 502. 668. 582. 345.
200. 116. 146. 331. 362. 115. 61. 171. 293. 175. 53. 87. 516.1008. 820. 419.
- 22. 2. 18. 29. 82. 8. 8. 18. 32. 37. 5. 17. 226. 526. 559. 128.
- 0. 0. 0. 2. 1. 1. 0. 1. 0. 1. 0. 0. 24. 39. 114. 12.
- 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 1. 1. 5. 0.
235. 238. 265. 259. 185. 146. 112. 142. 193. 285. 377. 402. 461. 464. 352. 236.
202. 183. 190. 317. 234. 137. 206. 250. 487. 416. 295. 280. 560. 846. 514. 256.
- 44. 24. 10. 31. 88. 53. 31. 67. 104. 88. 30. 25. 133. 265. 223. 83.
- 5. 1. 2. 3. 12. 9. 13. 31. 8. 6. 5. 3. 20. 56. 54. 12.
- 0. 0. 0. 0. 0. 0. 3. 5. 1. 0. 0. 1. 1. 5. 5. 0.
- 0. 0. 0. 1. 0. 0. 2. 0. 0. 0. 0. 0. 0. 0. 0. 0.
170. 185. 179. 174. 123. 91. 64. 66. 73. 126. 215. 294. 445. 450. 353. 199.
- 16. 36. 21. 32. 38. 25. 11. 19. 47. 116. 71. 37. 110. 192. 97. 22.
- 0. 1. 0. 0. 0. 1. 1. 0. 2. 0. 3. 0. 0. 7. 0. 1.
- 1. 0. 0. 0. 0. 1. 1. 0. 0. 0. 0. 0. 0. 2. 10. 0.
- 2. 3. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 2. 2.
- 0. 0. 0. 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0.
266. 208. 240. 150. 115. 53. 43. 39. 72. 65. 133. 164. 423. 512. 351. 320.
LM-0641, Rcvision 0, Attachment I, Page 1 of 124
- 4. 6. 2. 17. 16. 7. 12. 12. 16. 13. 17. 24. 65. 91. 27. 9.
- 0. 0. 0. 1. 6. 1. 1. 7. 10. 6. 4. 2. 22. 14. 4. 3.
- 0. 0. 0. 0. 0. 0. 0. 0. 1. 2. 0. 0. 3. 12. 0. 0.
- 0. 0. 0. 0. 0. 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.
101. 0.50 3.50 7.50 12.5 18.5 24.0 55.0 0731.0731.0731.0731.0731.0731.0731.0731.0731.0731.0731.0731.0731.0731.0731.0731.
2043.2043.2043.2043.2043.2043.2043.2043.2043.2043.2043.2043.2043.2043.2043.2043.
- 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.
- 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.
LM-0641, Revision 0, Attachment I, Pagc 2 of 124
PAVAN Output Copyright (c) 1990 Ergo Computing, Inc. for Lahey USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PRINTOUT OF INPUT CARDS 1 00010 01111 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 2 Limerick Ground Release 3 9.14 meters 52.3-7.9 meters 4
5 Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 6 7 42524 0 7 0.500 5851.000 59.400 10.000 9.140 8 0.000 0.000 0.000 0.000 1.000 0.000 1.000 9 5.000 5.000 7.000 1.000 1.000 1.000 1.000 0.000 0.000 0.000 3.000 14.000 23.000 7.000 8.000 6.000 9 85.000 54.000 34.000 16.000 4.000 10.000 8.000 7.000 42.000 94.000177.000212.000214.000189.000 80.000 56.000 9 27.000 13.000 4.000 9.000 6.000 9.000 8.000 10.000 71.000124.000 69.000125.000165.000253.000190.000 60.000 9 0.000 0.000 0.000 4.000 8.000 0.000 0.000 0.000 7.000 16.000 6.000 11.000 67.000139.000 59.000 17.000 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000 1.000 0.000 0.000 5.000 12.000 8.000 4.000 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 1.000 0.000 0.000 0.000 9 7.000 4.000 8.000 6.000 4.000 2.000 1.000 0.000 3.000 2.000 10.000 12.000 22.000 12.000 5.000 0.000 9 50.000 32.000 27.000 29.000 19.000 16.000 6.000 17.000 37.000 76.000 73.000 82.000 93.000108.000 68.000 40.000 9 25.000 11.000 10.000 17.000 24.000 14.000 3.000 6.000 29.000 54.000 20.000 38.000 94.000124.000133.000 44.000 9 1.000 2.000 0.000 1.000 5.000 2.000 0.000 0.000 6.000 4.000 0.000 2.000 36.000 85.000 50.000 21.000 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 7.000 4.000 5.000 4.000 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 4.000 0.000 0.000 0.000 9 6.000 7.000 13.000 11.000 6.000 4.000 5.000 8.000 8.000 13.000 22.000 26.000 26.000 21.000 11.000 10.000 9 52.000 43.000 34.000 60.000 49.000 16.000 34.000 23.000 47.000 82.000 84.000 93.000124.000132.000 81.000 35.000 9 24.000 9.000 11.000 37.000 47.000 13.000 4.000 9.000 36.000 59.000 23.000 37.000 88.000168.000176.000 55.000 9 1.000 0.000 0.000 3.000 1.000 1.000 1.000 3.000 12.000 3.000 2.000 1.000 39.000131.000124.000 22.000 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 8.000 12.000 30.000 3.000 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 1.000 1.000 0.000 9 204.000207.000303.000243.000177.000130.000119.000 96.000123.000146.000156.000194.000195.000210.000193.000154.000 9 379.000288.000508.000801.000480.000280.000226.000326.000443.000416.000288.000315.000502.000668.000582.000345.000 9 200.000116.000146.000331.000362.000115.000 61.000171.000293.000175.000 53.000 87.000516.000*******820.000419.000 9 22.000 2.000 18.000 29.000 82.000 8.000 8.000 18.000 32.000 37.000 5.000 17.000226.000526.000559.000128.000 9 0.000 0.000 0.000 2.000 1.000 1.000 0.000 1.000 0.000 1.000 0.000 0.000 24.000 39.000114.000 12.000 9 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 1.000 5.000 0.000 9 235.000238.000265.000259.000185.000146.000112.000142.000193.000285.000377.000402.000461.000464.000352.000236.000 9 202.000183.000190.000317.000234.000137.000206.000250.000487.000416.000295.000280.000560.000846.000514.000256.000 9 44.000 24.000 10.000 31.000 88.000 53.000 31.000 67.000104.000 88.000 30.000 25.000133.000265.000223.000 83.000 9 5.000 1.000 2.000 3.000 12.000 9.000 13.000 31.000 8.000 6.000 5.000 3.000 20.000 56.000 54.000 12.000 9 0.000 0.000 0.000 0.000 0.000 0.000 3.000 5.000 1.000 0.000 0.000 1.000 1.000 5.000 5.000 0.000 9 0.000 0.000 0.000 1.000 0.000 0.000 2.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 170.000185.000179.000174.000123.000 91.000 64.000 66.000 73.000126.000215.000294.000445.000450.000353.000199.000 9 16.000 36.000 21.000 32.000 38.000 25.000 11.000 19.000 47.000116.000 71.000 37.000110.000192.000 97.000 22.000 9 0.000 1.000 0.000 0.000 0.000 1.000 1.000 0.000 2.000 0.000 3.000 0.000 0.000 7.000 0.000 1.000 9 1.000 0.000 0.000 0.000 0.000 1.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000 10.000 0.000 9 2.000 3.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.000 2.000 9 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 0.000 9 266.000208.000240.000150.000115.000 53.000 43.000 39.000 72.000 65.000133.000164.000423.000512.000351.000320.000 9 4.000 6.000 2.000 17.000 16.000 7.000 12.000 12.000 16.000 13.000 17.000 24.000 65.000 91.000 27.000 9.000 9 0.000 0.000 0.000 1.000 6.000 1.000 1.000 7.000 10.000 6.000 4.000 2.000 22.000 14.000 4.000 3.000 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 2.000 0.000 0.000 3.000 12.000 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 1.000 0.000 0.000 LM-0641, Revision 0, Attachment I, Page 3 of 124
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 10 101. 0.500 3.500 7.500 12.500 18.500 24.000 55.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 731. 731. 731. 731. 731. 731. 731. 731. 731.
731. 731. 731. 731. 731. 731. 731. 11 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043.
2043. 2043. 12 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 12 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 LM-0641, Revision 0, Attachment I, Page 4 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS A WIND SPEED (M/S)
TOWER RELEASE N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL 0.22 0.23 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 1.56 1.60 0.012 0.012 0.016 0.002 0.002 0.002 0.002 0.000 0.000 0.000 0.007 0.033 0.054 0.016 0.019 0.014 0.193 3.35 3.43 0.200 0.127 0.080 0.038 0.009 0.024 0.019 0.016 0.099 0.221 0.416 0.499 0.503 0.444 0.188 0.132 3.015 5.59 5.72 0.063 0.031 0.009 0.021 0.014 0.021 0.019 0.024 0.167 0.292 0.162 0.294 0.388 0.595 0.447 0.141 2.688 8.27 8.46 0.000 0.000 0.000 0.009 0.019 0.000 0.000 0.000 0.016 0.038 0.014 0.026 0.158 0.327 0.139 0.040 0.785 10.73 10.97 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.005 0.002 0.000 0.000 0.012 0.028 0.019 0.009 0.075 24.59 25.15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.000 0.000 0.000 0.002 TOTAL 0.28 0.17 0.11 0.07 0.04 0.05 0.04 0.04 0.29 0.55 0.60 0.85 1.12 1.41 0.81 0.34 6.76 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS B WIND SPEED (M/S)
TOWER RELEASE N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL 0.22 0.23 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 1.56 1.60 0.016 0.009 0.019 0.014 0.009 0.005 0.002 0.000 0.007 0.005 0.024 0.028 0.052 0.028 0.012 0.000 0.230 3.35 3.43 0.118 0.075 0.063 0.068 0.045 0.038 0.014 0.040 0.087 0.179 0.172 0.193 0.219 0.254 0.160 0.094 1.818 5.59 5.72 0.059 0.026 0.024 0.040 0.056 0.033 0.007 0.014 0.068 0.127 0.047 0.089 0.221 0.292 0.313 0.103 1.519 8.27 8.46 0.002 0.005 0.000 0.002 0.012 0.005 .0.000 0.000 0.014 0.009 0.000 0.005 0.085 0.200 0.118 0.04 9 0.506 10.73 10.97 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.000 0.000 0.016 0.009 0.012 0.009 0.04 9 24.59 25.15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.009 0.000 0.000 0.000 0.009 TOTAL 0.20 0.12 0.11 0.12 0.12 0.08 0.02 0.05 0.18 0.32 0.24 0.32 0.60 0.78 0.61 0.26 4.13 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS C WIND SPEED (M/S)
TOWER RELEASE N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL 0.22 0.23 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 1.56 1.60 0.014 0.016 0.031 0.026 0.014 0.009 0.012 0.019 0.019 0.031 0.052 0.061 0.061 0.04 9 0.026 0.024 0.4 63 3.35 3.43 0.122 0.101 0.080 0.141 0.115 0.038 0.080 0.054 0.111 0.193 0.198 0.219 0.292 0.310 0.190 0.082 2.326 5.59 5.72 0.056 0.021 0.026 0.087 0.111 0.031 0.009 0.021 0.085 0.139 0.054 0.087 0.207 0.395 0.414 0.129 1.872 8.27 8.46 0.002 0.000 0.000 0.007 0.002 0.002 0.002 0.007 0.028 0.007 0.005 0.002 0.092 0.308 0.292 0.052 0.809 10.73 10.97 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.002 0.000 0.000 0.019 0.028 0.071 0.007 0.129 24.59 25.15 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 0.002 0.002 0.000 0.005 TOTAL 0.20 0.14 0.14 0.26 0.24 0.08 0.10 0.10 0.24 0.37 0.31 0.37 0.67 1.09 0.99 0.29 5.60 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS D WIND SPEED (M/S)
TOWER RELEASE N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL 0.22 0.23 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 1.56 1.60 0.480 0.487 0.713 0.571 0.416 0.306 0.280 0.226 0.289 0.343 0.367 0.456 0.459 0.494 0.454 0.362 6.702 3.35 3.43 0.891 0.677 1.195 1.884 1.129 0.658 0.531 0.767 1.042 0.978 0.677 0.741 1.181 1.571 1.369 0.811 16.101 5.59 5.72 0.470 0.273 0.343 0.778 0.851 0.270 0.143 0.402 0.689 0.412 0.125 0.205 1.213 2.370 1.928 0.985 11.459 8.27 8.46 0.052 0.005 0.042 0.068 0.193 0.019 0.019 0.042 0.075 0.087 0.012 0.040 0.531 1.237 1.315 0.301 4.038 10.73 10.97 0.000 0.000 0.000 0.005 0.002 0.002 0.000 0.002 0.000 0.002 0.000 0.000 0.056 0.092 0.268 0.028 0.459 24.59 25.15 0.000 0.000 0.000 0.000 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.002 0.012 0.000 0.019 TOTAL 1.89 1.44 2.29 3.31 2.59 1.26 0.97 1.44 2.10 1.82 1.18 1.44 3.44 5.77 5.35 2.49 38.78 LM-0641, Revision 0, Attachment I, Page 5 of 124
JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS E WIND SPEED (M/S)
TOWER RELEASE N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL 0.23 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 0.002 0.22 1.56 1.64 0.553 0.560 0.623 0.609 0.435 0.343 0.263 0.334 0.454 0.670 0.887 0.945 1.084 1.091 0.828 0.555 10.234 0.475 0.430 0.447 0.745 0.550 0.322 0.484 0.588 1.145 0.978 0.694 0: 658 1.317 1.989 1.209 0.602 12.635 3.35 3.51 0.103 0.056 0.024 0.073 0.207 0.125 0.073 0.158 0.245 0.207 0.071 0.059 0.313 0.623 0.524 0.195 3.055 5.59 5.84 8.27 8.65 0.012 0.002 0.005 0.007 0.028 0.021 0.031 0.073 0.019 0.014 0.012 0.007 0.047 0.132 0.127 0.028 0.564 0.000 0.000 0.000 0.000 0.000 0.000 0.007 0.012 0.002 0.000 0.000 0.002 0.002 0.012 0.012 0.000 0.049 10.73 11.22 0.000 0.000 0.000 0.002 0.000 0.000 0.005 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.007 24.59 25.72 1.14 1.05 1.10 1.44 1.22 0.81 0.86 1.16 1.86 1.87 1.66 1.67 2.76 3.85 2.70 1.38 26.55 TOTAL JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS F WIND SPEED (MIS)
N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL TOWER RELEASE 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 0.22 0.23 0.400 0.435 0.421 0.409 0.289 0.214 0.151 0.155 0.172 0.296 0.506 0.691 1.046 1.058 0.830 0.468 7.542 1.56 1.64 0.04 9 0.075 0.089 0.059 0.026 0.045 0.111 0.273 0.167 0.087 0.259 0.452 0.228 0.052 2.093 3.35 3.51 0.038 0.085 5.59 5.84 0.000 0.002 0.000 0.000 0.000 0.002 0.002 0.000 0.005 0.000 0.007 0.000 0.000 0.016 0.000 0.002 0.038 8.27 8.65 0.002 0.000 0.000 0.000 0.000 0.002 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.005 0.024 0.000 0.035 0.005 0.007 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.005 0.005 0.021 10.73 11.22 24.59 25.72 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.53 0.47 0.48 0.38 0.28 0.18 0.20 0.29 0.57 0.68 0.78 1.31 1.53 1.09 0.53 9.73 TOTAL 0.44 JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION ATMOSPHERIC STABILITY CLASS G WIND SPEED (MIS)
N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL TOWER RELEASE 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 0.002 0.22 0.23 0.000 0.000 0.564 0.353 0.270 0.125 0.101 0.092 0.169 0.153 0.313 0.386 0.995 1.204 0.825 0.753 7.417 1.56 1.64 0.626 0.489 0.014 0.005 0.040 0.038 0.016 0.028 0.028 0.038 0.031 0.040 0.056 0.153 0.214 0.063 0.021 0.795 3.35 3.51 0.009 0.000 0.002 0.014 0.002 0.002 0.016 0.024 0.014 0.009 0.005 0.052 0.033 0.009 0.007 0.190 5.59 5.84 0.000 0.000 8.27 8.65 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.002 0.005 0.000 0.000 0.007 0.028 0.000 0.000 0.042 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 0.002 0.000 0.000 0.002 10.73 11.22 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 24.59 25.72 0.64 0.50 0.57 0.40 0.32 0.14 0.13 0.14 0.23 0.20 0.36 0.45 1.21 1.48 0.90 0.78 8.45 TOTAL WIND MEASURED AT 9.1 METERS.
WIND SPEED CORRECTED TO THE RELEASE HEIGHT OF 10.0 METERS.
OVERALL WIND DIRECTION FREQUENCY N NNE NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW WIND DIRECTION:
4.8 3.9 4.8 6.1 4.9 2.7 2.3 3.1 5.2 5.7 5.0 5.9 11.1 15.9 12.4 6.1 FREQUENCY:
OVERALL WIND SPEED FREQUENCY AS MEASURED ON THE TOWER:
MAX.WIND SPEED (M/S): 0.224 1.565 3.353 5.588 8.270 10.729 24.587 WIND SPEED FREQUENCY: 0.00 32.78 38.78 20.82 6.78 0.79 0.04 BUILDING AND RELEASE CHARACTERISTICS:
RELEASE HEIGHT: 10.00 METERS MIXING VOLUME COEFFICIENT: 0.50 BUILDING CROSS-SECTIONAL AREA: 5851.00 SQUARE METERS BOUNDARY DISTANCES (METERS) FROM THE SOURCE FOR EACH DOWNWIND SECTOR:
SSW SW WSW W WNW NW NNW N NNE NE ENE E ESE SE SSE DOWNWIND SECTOR S LM-0641, Revision 0, Attachment I, Page 6 of 124
BOUNDARY 1 731. 731. 731. 731. 731. 731. 731. 731. 731. 731. 731. 731. 731. 731. 731. 731.
BOUNDARY 2 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043. 2043.
THE CONVERSION FACTOR APPLIED TO THE WIND SPEED CLASSES IS 0.447 LM-0641, Revision 0, Attachment 1,Page 7 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 WINDSPEEDS ADJUSTED TO 10.0 METERS.
PERCENT OF THE TIME A GIVEN WINDSPEED IS LOWER:
WINDSPEED CUMULATIVE FREQUENCY (METER/SEC) (PERCENT) 0.23 0.00 0.23 0.00 1.60 7.59 1.64 32.79 3.43 56.05 3.51 71.57 5.72 89.11 5.84 92.39 8.46 98.53 8.65 99.17 10.97 99.88 11.22 99.96 25.15 99.99 25.72 100.00 WINDSPEED CUMULATIVE FREQUENCY (INTERPOLATED)
(METER/SEC) (PERCENT) 0.23 0.00 1.63 32.79 3.46 71.57 5.74 92.39 8.48 99.17 11.00 99.96 25.27 100.00 LOG-NORMAL INTERPOLATION PERCENTILES WINDSPEED CUMULATIVE FREQUENCY (METER/SEC) (PERCENT) 0.57 1.00 0.73 3.00 0.83 5.00 1.02 10.00 1.17 15.00 1.30 20.00 1.43 25.00 1.56 30.00 1.70 35.00 1.88 40.00 2.06 45.00 2.27 50.00 LM-0641, Revision 0, Attachment I, Page 8 of 124
2.49 55.00 2.74 60.00 3.02 65.00 3.35 70.00 3.68 75.00 4.06 80.00 4.67 85.00 5.25 90.00 LM-0641, Revision 0, Attachment I, Pagc 9 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE S SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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-2926.SQ.METERS A 1.6 0.25 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 4.18 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 1.33 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 B 1.6 0.34 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 2.46 731. 0. 0. 106.1 77.9 106.1 1. 123E-05 l.009E-05 1.009E-05 B 5.7 1.23 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.05 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 C 1.6 0.30 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 2.56 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 1.18 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.05 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 D 1.6 10.03 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 18.64 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 9.84 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 1.08 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1. 610E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 11.56 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 9.94 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 2.16 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.25 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 8.36 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 0.79 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 8.7 0.05 731. 0. 0. 27.9 11.0 27.9 1.204E-04 4.014E-05 4.014E-05 F 11.2 0.10 731. 0. 0. 27.9 11.0 27.9 9.283E-05 3.094E-05 3.094E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 13.08 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.20 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 LM-0641, Revision 0, Attachment I, Page 10 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
Area 2 COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
S SECTOR BOUNDARY DISTANCE - 731.0 METERS LATERAL PLUME MEANDER/BUILDING WARE 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- 5851. D- 59.4 CORRECTION FACTORS USED IN THE ANNUAL AVERAGE CALCULATIONS.
VALUE IS REACHED OR EXCEEDED.
BELOW ARE PRINTED THE ORDERED VALUES OF CHI/Q AND THE FREQUENCY WITH WHICH THAT 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.
6.556E-04 2.403E-04 2.243E-04 1.591E-04 9.900E-05 9.366E-05 7.076E-05 5.591E-05 4.293E-05 1.682E-03 0.007 13.090 13.287 21.648 22.435 33.994 44.027 53. 963 54.258 0.004 0.62585 0.63526 1.03504 1.07266 1.62529 2.10502 2.58004 2.59415 0.00020 0.00033 3.355E-05 3.094E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1. 610E-05 1.202E-05 4.014E-05 3.972E-05 72.948 75.112 75.211 85.048 85.294 85.638 88.196 89.278 90.458 54.307 3.59124 3.59594 4.06626 4.07802 4.09448 4.21677 4.2 6850 4.32494 2.59651 3.48777 1.009E-05 8.122E-06 6.055E-06 5.530E-06 4.091E-06 2.581E-06 1.548E-06 92.917 92.967 94.196 94.442 94.491 98.672 100.000 4.44252 4.44487 4.50366 4.51542 4.51777 4.71766 4.78116 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( 3)- 1.034 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 3.485 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.063 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.213 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 1 1 -6.38764 -10.63112 -0.91990 1 2 -8.33355 -13.93542 -2.24286 1 3 -8.74579 -15.16882 -2.77592 1 4 -10.13357 -23.28307 -7.24929 1 5 -10.64440 -28.46706 -10.22272 1 6 -10.81804 NUMXQ(K)- 6 5.043E-04 0.048 1.000 3.752E-04 0.143 3.000 3.238E-04 0.239 5.000 LM-0641, Revision 0, Attachmcnt I, Page 11 of 124
2.620E-04 0.478 10. 000 2.155E-04 0.717 15. 000 1.701E-04 0.956 20.000 1.367E-04 1.195 25.000 1 .123E-04 1.434 30.000 9.470E-05 1.673 35.000 8.146E-05 1.912 40. 000 7.115E-05 2.152 45. 000 6.290E-05 2.391 50.000 5.617E-05 2.630 55.000 5.057E-05 2.869 60.000 4.585E-05 3.108 65.000 4 .183E-05 3.347 70.000 3.626E-05 3.586 75. 000 2.927E-05 3.825 80.000 2.388E-05 4.064 85.000 2.583E-04 0.5 10.46 ANNUAL AVERAGE - 3.83E-06 K- 1 FIVEXQ(X)- 2.583E-04 FIVEPR(K)-10.458 LM-0641, Revision 0, Attachment I, Page 12 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Tl 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSW SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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-2926.SQ.METERS A 1.6 0.30 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 3.22 731. 0. 0. 141.1 248.3 141 . 1 2. 649E-06 2.581E-06 2.581E-06 A 5.7 0.77 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 B 1.6 0.24 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 1.91 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 0.66 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.12 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 C 1.6 0.42 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 2.56 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 0.54 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 D 1.6 12.34 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 17.16 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 6.91 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 0.12 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1. 610E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 14.18 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 10.91 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 1.43 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.06 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 11.02 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 2.15 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 5.8 0.06 731. 0. 0. 27.9 11.0 28.8 1.724E-04 5.940E-05 5.940E-05 F 11.2 0.18 731. 0. 0. 27.9 11.0 27.9 9.283E-05 3.094E-05 3.094E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 12.39 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4 .806E-04 2.403E-04 G 3.5 0.36 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 LM-0641, Revision 0, Attachment I, Page 13 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 9.900E-05 9.366E-05 7.076E-05 5. 940E-05 5. 591E-05 0.004 0.007 12.402 12.760 23.784 25.929 40.112 52.447 52.506 63.411 0.00016 0.00028 0.48942 0.50353 0.93858 1.02324 1.58292 2.06970 2.07206 2.50240 4.293E-05 3.972E-05 3.355E-05 3.094E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1. 610E-05 1.202E-05 63.829 80.991 82.421 82.600 89.512 89.572 89.810 92.372 92.4 92 93. 028 2.51886 3.19613 3.25257 3.25962 3.53241 3.53476 3.54417 3.64529 3. 64999 3.67115 1.009E-05 6.05SE-06 5.530E-06 4.091E-06 2.581E-06 1.548E-06 94.935 95.590 95.888 96.007 99.225 100.000 3.74640 3.77227 3.78403 3.78873 3.91572 3.94629 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( 3) 0.937 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.068 11ANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 2.500 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 3.193 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 3.529 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 3.642 K I XQSAVE(KI) XQINT(KI) XQSLOP(K,I) 2 1 -6.38764 -10.75038 -0.93544 2 2 -8.33355 -12.90179 -1.76815 2 3 -8.74579 -14.88163 -2.61047 2 4 -9.55627 -15.56025 -2.94313 2 5 -9.79177 -16.06161 -3.19892 2 6 -10.13357 -31.17130 -11.35251 2 7 -10.64440 -32.57639 -12.12961 LM-0641, Revision 0, Attachment I, Page 14 of 124
2 8 -10.81804 NUMXQ(K)- 8 4.953E-04 0.039 1.000 3.683E-04 0.118 3.000 3.179E-04 0.197 5.000 2.574E-04 0.395 10.000 2.137E-04 0.592 15.000 1.781E-04 0.789 20.000 1.516E-04 0.987 25.000 1.266E-04 1.184 30.000 1.083E-04 1.381 35.000 9.435E-05 1.579 40.000 8.337E-05 1.776 45.000 7.450E-05 1.973 50.000 6.675E-05 2.170 55.000 5.992E-05 2.368 60.000 5.404E-05 2.565 65.000 4.878E-05 2.762 70.000 4.429E-05 2.960 75.000 4.043E-05 3.157 80.000 3.107E-05 3.354 85.000 2.313E-05 3.552 90.000 2.372E-04 0.5 12.67 ANNUAL AVERAGE - 3.44E-06 K= 2 FIVEXQ(K)- 2.372E-04 FIVEPR(K)-12.670 LM-0641, Revision 0, Attachment T,Page 15 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 IIT 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-2926.SQ.METERS A 1.6 0.34 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 1.67 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 0.20 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 B 1.6 0.39 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2. 162E-05 2.162E-05 B 3.4 1.33 731. 0. 0. 106.1 77.9 106.1 1. 123E-05 1.009E-05 1.009E-05 B 5.7 0.49 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 C 1.6 0.64 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 1.67 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 0.54 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 D 1.6 14.91 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 25.00 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 7.18 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 0.89 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 13.04 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 9.35 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5. 591E-05 5.591E-05 E 5.8 0.49 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.10 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 8.81 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 1.03 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 11.81 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.10 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 LM-0641, Revision 0, Attachment I, Pagc 16 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE = 731.0 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= 5851. D= 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 9.900E-05 9.366E-05 7.076E-05 5.591E-05 4.293E-05 0.004 0.007 11.817 11.915 20.724 21.757 34.798 49.708 59.058 59. 698 0.00018 0.00032 0.56471 0.56941 0.99035 1.03974 1.66291 2.37545 2.82226 2.85283 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.610E-05 1.202E-05 1.009E-05 6.055E-06 84.696 85.188 92.373 92.471 92.865 94.538 95.424 95.965 97.294 97.786 4.04745 4.07096 4.41430 4.41900 4.43782 4.51777 4.56010 4.58597 4.64 946 4.67298 5.530E-06 2.581E-06 1.548E-06 98.130 99.803 100.000 4.68944 4.76939 4.77880 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. XSAVEC 3)- 0.989 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)= 2.373 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.044 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.411 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4 .514 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 3 1 -6.38764 -10.68101 -0.92643 3 2 -8.33355 -13.46772 -2.02621 3 3 -8.74579 -14.16931 -2.32727 3 4 -9.55627 -14.39332 -2.44028 3 5 -10.13357 -32.03783 -12.54830 3 6 -10.64440 -37.58858 -15.80409 3 7 -10.81804 NUMXQ(K)- 7 4.903E-04 0.048 1.000 LM-0641, Revision 0, Attachment I, Page 17 of 124
3.640E-04 0.143 3.000 3.138E-04 0.239 5.000 2.536E-04 0.478 10.000 2.024E-04 0.717 15.000 1.635E-04 0.956 20.000 1.348E-04 1.195 25. 000 1.143E-04 1.434 30. 000 9.913E-05 1.673 35.000 8.737E-05 1.912 40.000 7.800E-05 2.150 45.000 7.033E-05 2.389 50.000 6.366E-05 2.628 55.000 5.805E-05 2.867 60.000 5.327E-05 3.106 65.000 4.914E-05 3.345 70.000 4.553E-05 3.584 75.000 4.237E-05 3.823 80.000 3.890E-05 4.062 85.000 2.780E-05 4.301 90.000 2.499E-04 0.5 10.46 ANNUAL AVERAGE 4.02E-06 K- 3 FIVEXQ(K)- 2.499E-04 FIVEPR(K)-10.463 LM-0641, Revision 0, Attachment I, Page 18 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WSW SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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-2926.SQ.METERS A 1.6 0.04 731. 0. 0. 141.1 248.3 141.1 5. 677E-06 5.530E-06 5.530E-06 A 3.4 0.62 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 0.35 - 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 0.15 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 B 1.6 0.23 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 1.12 731. 0. 0. 106.1 77.9 106.1 1. 123E-05 1.009E-05 1.009E-05 B 5.7 0.66 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.04 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 C 1.6 0.43 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 2.32 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 1.43 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.12 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 0 1.6 9.40 731. 0. 0. 56.8 24.8 1}3.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 30.99 731. 0. 0. 56.8 24.8 80.8 4. 640E-05 3.972E-05 3.972E-05 D 5.7 12.80 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 1.12 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 D 11.0 0.08 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 10.02 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 12.26 731. 0. 0. 40.4 17.2 69.1 7. 664E-05 5.591E-05 5.591E-05 E 5.8 1.20 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.12 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 E 25.7 0.04 731. 0. 0. 40.4 17.2 40.4 1.788E-05 7.624E-06 7.624E-06 F 1.6 6.73 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 1.24 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1. 682E-03 3.364E-03 1.682E-03 G 1.6 5.80 731. 0. 0. 19.2 7.0 115.4 2. 403E-04 4.806E-04 2.403E-04 G 3.5 0.66 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.04 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment I, Page 19 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7. 076E-05 5.591E-05 0.002 0.004 5.807 6.464 13.195 13.234 14.472 24.491 33. 891 4 6.153 0.00011 0.00025 0.35299 0.39297 0.80215 0.80450 0.87976 1.48882 2.06027 2. 80573 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.610E-05 1.241E-05 1. 202E-05 46.579 77.564 78.763 91.567 91.683 91.915 94.236 95.358 95.435 96.867 2.83159 4.71524 4.78814 5.56652 5.57358 5.58769 5.72878 5.79698 5.80168 5.88869 1.009E-05 8.122E-06 7.624E-06 6.055E-06 5.530E-06 4.091E-06 2.581E-06 1.548E-06 1. 046E-06 97.988 98.105 98.143 98.801 98.840 98.878 99.497 99.845 100.000 5.95689 5.96394 5.96630 6.00627 6.00862 6.01098 6.04860 6.06977 6.07917 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( 3)- 0.801 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 4.712 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 5.563 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 5.725 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 5.953 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 4 1 -6.38764 -10.90845 -0.95565 4 2 -8.33355 -12.21691 -1.44128 4 3 -8.74579 -13.29384 -1.88844 4 4 -10.13357 -20.70018 -6.31415 4 5 -10.64440 -29.99416 -12.14995 4 6 -10.81804 -66.15426 -35.06090 4 7 -11.50388 NUMXQ(K)- 7 4.030E-04 0.061 1.000 LM-0641, Revision 0, Attachment 1,Page 20 of 124
2.946E-04 0.182 3.000 2.520E-04 0.304 5.000 1.837E-04 0.608 10.000 1.456E-04 0.912 15.000 1.186E-04 1.216 20.000 1.006E-04 1.520 25.000 8.756E-05 1.824 30.000 7.766E-05 2.128 35.000 6.983E-05 2.432 40.000 6.346E-05 2.736 45.000 5.817E-05 3.040 50.000 5.368E-05 3.344 55.000 4.983E-05 3.648 60.000 4.649E-05 3.951 65.000 4.355E-05 4.255 70.000 4.095E-05 4.559 75.000 3.616E-05 4.863 80.000 3.003E-05 5.167 85.000 2.516E-05 5.471 90.000 2.027E-04 0.5 8.22 ANNUAL AVERAGE 3.83E-06 K- 4 FIVEXQ(K)- 2.027E-04 FIVEPR(K)- 8.225 LM-0641, Revision 0, Attachment I, Page 21 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CIII/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)
METER/SEC PERCENT METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED CLASS AT 10.0 METERS CA=2926.5Q. METERS A 1.6 0.05 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 0.19 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 0.29 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 0.38 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 B 1.6 0.19 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 0.91 731. 0. 0. 106.1 77.9 106.1 1. 123E-05 1.009E-05 1.009E-05 B 5.7 1.15 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.24 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 C 1.6 0.29 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 2.34 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 2.24 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.05 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 D 1.6 8.45 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 22.92 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 17.29 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 3.92 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 D 11.0 0.05 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.24 lE-05 D 25.1 0.05 731. 0. 0. 56.8 24.8 56.8 9.005E-06 5.417E-06 5.417E-06 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 8.83 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 11.17 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 4.20 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.57 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 5.87 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 1.81 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 5.49 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.76 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.29 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Rcvision 0, Attachment I, Page 22 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
W SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.591E-05 0.002 0.004 5.495 6.260 12.133 12.420 14.234 23.069 31. 521 42. 696 0.00009 0.00019 0.27062 0.30825 0.59750 0.61161 0.70097 1.13601 1.55225 2.10253 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.610E-05 1.241E-05 1.202E-05 42.982 65.904 70.106 87.393 87.966 88.157 90.497 94.413 94.4 61 96.705 2.11664 3.24541 3.45235 4.30364 4.33186 4.34126 4.45649 4.64932 4.65168 4.76220 1.009E-05 8.122E-06 6.055E-06 5.530E-06 5.417E-06 4.091E-06 2.581E-06 1.548E-06 1.046E-06 97.612 97.660 98.806 98.854 98.902 99.140 99.331 99.618 100.000 4.80688 4.80923 4.86567 4.86802 4.87038 4.88213 4.89154 4.90565 4. 9244 6 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 TIIIS SECTOR ONLY HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)G 0.597 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)= 3.242 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.300 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.453 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.646 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 5 1 -6.38764 -11.03675 -0.97176 5 2 -8.33355 -12.61678 -1.53975 5 3 -8.74579 -13.97083 -2.07834 5 4 -10.13357 -17.42025 -3.94663 5 5 -10.64440 -28.72604 -10.53176 5 6 -10.81804 -29.23738 -10.83247 5 7 -11.03644 NUMXQ(K)- 7 3.957E-04 0.049 1.000 LM-0641, Revision 0, Attachment I, Page 23 of 124
2.893E-04 0.148 3.000 2.476E-04 0.246 5. 000 1.7 65E-04 0.4 92 10.000 1.360E-04 0.739 15.000 1.091E-04 0.985 .20.000 9.149E-05 1.231 25.000 7.891E-05 1.477 30.000 6.943E-05 1.724 35.000 6.199E-05 1.970 40.000 5.599E-05 2.216 45.000 5.104E-05 2.4 62 50.000 4.687E-05 2.708 55.000 4.331E-05 2.955 60.000 4.024E-05 3.201 65.000 3.569E-05 3.447 70.000 3.154E-05 3.693 75.000 2.805E-05 3.940 80.000
- 2. 509E-05 4.186 85.000 2.059E-05 4.432 90.000 1.751E-04 0.5 10.15 ANNUAL AVERAGE - 2.87E-06 K- 5 FIVEXQOK)- 1.751E-04 FIVEPR(K)-10.153 LM-0641, Revision 0, Attachment 1,Page 24 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 HtT 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-2926.SQ.METERS A 1.6 0.09 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 0.87 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 0.79 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 B 1.6 0.17 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 1.40 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 1.22 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.17 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4 .091E-06 4.091E-06 C 1.6 0.35 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 1.40 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 1.13 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.09 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 D 1.6 11.34 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 24.43 731. 0. 0. 56.8 24.8 80.8 4. 640E-05 3.972E-05 3.972E-05 D 5.7 10.03 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 0.70 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1. 610E-05 1.610E-05 D 11.0 0.09 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 12.74 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 11.95 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 4.62 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.79 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 7.94 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 2.18 731. 0. 0. 27.9 11.0 54.9 1. 508E-04 9.900E-05 9.900E-05 F 5.8 0.09 731. 0. 0. 27.9 11.0 28.8 1.724E-04 5.940E-05 5.940E-05 F 8.7 0.09 731. 0. 0. 27.9 11.0 27.9 1.204E-04 4.014E-05 4.014E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1. 682E-03 3.364E-03 1.682E-03 G 1.6 4.62 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.61 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.09 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment I, Page 25 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.940E-05 0.001 0.004 4.629 5.240 13.180 13.267 15.449 28.188 39.531 39.619 0.00004 0.00012 0.12475 0.14122 0.35521 0.35756 0.41635 0.75969 1.06540 1.06775 5.591E-05 4.293E-05 4.014E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.610E-05 51.573 51.922 52.009 76.441 81.065 91.100 91.885 92.060 93.456 94.154 1.38992 1.39933 1.40168 2.06013 2.18477 2.45520 2.47637 2.48107 2.51870 2.53751 1.241E-05 1.202E-05 1.009E-05 8.122E-06 6.055E-06 5.530E-06 4.091E-06 2.581E-06 1.548E-06 94.241 95.375 96.772 96.859 98.080 98.168 98.342 99.215 100.000 2.53986 2.57043 2.60806 2.61041 2.64333 2.64568 2.65039 2.67390 2.69507 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)- 0.125 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 0.355 IIANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 0.759 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 2.058 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 2.182 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)= 2.453 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 6 1 -6.38764 -11.40936 -1.01705 6 2 -8.33355 -12.08941 -1.24192 6 3 -8.74579 -14.14801 -2.00654 6 4 -9.27582 -14.66836 -2.22084 6 5 -10.13357 -24.22875 -6.90289 6 6 -10.30259 -24.28429 -6.93042 6 7 -10.64440 NUMXQ(K)= 7 LM-0641, Revision 0, Attachment I, Pagc 26 of 124
3.746E-04 0.027 1.000 2.740E-04 0.081 3.000 2.334E-04 0.135 5.000 1.781E-04 0.270 10.000 1.459E-04 0.404 15.000 1.196E-04 0.539 20. 000 1.021E-04 0.674 25.000 8.906E-05 0.809 30.000 7.850E-05 0.943 35.000 7.022E-05 1.078 40.000 6.355E-05 1.213 45.000 5.804E-05 1.348 50.000 5.341E-05 1.482 55.000 4.946E-05 1.617 60.000 4.604E-05 1.752 65.000 4.306E-05 1.887 70.000 4.042E-05 2.021 75.000 3.485E-05 2.156 80.000 2.922E-05 2.291 85.000 2.470E-05 2.426 90.000 1.261E-04 0.5 18.55 ANNUAL AVERAGE = 1.75E-06 K- 6 FIVEXQ(K)= 1.261E-04 FIVEPR (K)-18.552 LM-0641, Revision 0, Attachment I, Page 27 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04t30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Tl 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 IIT 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=2926.SQ.METERS A 1.6 0.10 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 0.81 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 0.81 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 B 1.6 0.10 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 0.61 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 0.30 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 C 1.6 0.51 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 3.45 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 0.41 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.10 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 D 1.6 12.08 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 22.94 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 6.19 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 0.81 731. 0. 0. 56.8 24.8 56.8 2. 677E-05 1.610E-05 1.610E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 11.37 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 20.91 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 3.15 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 8.7 1.32 731. O. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 E 17.2 40.4 1.747E-05 1.747E-05 11.2 0.30 731. 0. 0. 40.4 4.098E-05 E 0. 0. 40.4 17.2 40.4 1.788E-05 7.624E-06 7.624E-06 25.7 0.20 731.
F 1.6 6.50 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 1.12 731. 0. 0. 27.9 11.0 54.9 1. 508E-04 9.900E-05 9.900E-05 F 5.8 0.10 731. 0. 0. 27.9 11.0 28.8 1.724E-04 5.940E-05 5.940E-05 F 8.7 0.10 731. 0. 0. 27.9 11.0 27.9 1.204E-04 4.014E-05 4.014E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 4.37 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 1.22 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.10 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment I, Page 28 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.940E-05 0.001 0.004 4.369 5.588 12.085 12.186 13.303 24.673 36.754 36.855 0.00003 0.00009 0.10121 0.12943 0.27993 0.28229 0.30815 0.57153 0.85138 0.85373 5.591E-05 4.293E-05 4.014E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.747E-05 57.768 58.276 58.377 81.321 84.468 90.660 91.980 92.082 95.533 95.838 1.33816 1.34992 1.35227 1.88373 1.95663 2.10008 2.13065 2.13301 2.21296 2.22002 1.610E-05 1.202E-05 1.009E-05 8.122E-06 7.624E-06 6.055E-06 5.530E-06 2.581E-06 1.548E-06 96.650 97.056 97.665 97.767 97.970 98.274 98.376 99.188 100.000 2.23883 2.24823 2.26234 2.26470 2.26940 2.27645 2.27881 2.29762 2.31643 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)- 0.129 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 0.280 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.337 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 1.882 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)= 2.211 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)= 2.236 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 7 1 -6.38764 -11.49231 -1.02541 7 2 -8.40264 -12.66946 -1.41609 7 3 -8.74579 -13.96417 -1.88337 7 4 -9.79177 -15.33608 -2.50263 7 5 -10.13357 -31.44885 -10.25356 7 6 -10.81804-100.85500 -44.74857 7 7 -11.03644 NUMXQ(K)- 7 LM-0641, Revision 0, Attachment I, Pagc 29 of 124
3.700E-04 0.023 1.000 2.708E-04 0.069 3.000 2.321E-04 0.116 5.000 1.735E-04 0.232 10.000 1.392E-04 0.347 15.000 1.159E-04 0.4 63 20.000 1.002E-04 0.579 25.000 8.868E-05 0.695 30.000 7.982E-05 0.811 35.000 7.276E-05 0.927 40.000 6.696E-05 1.042 45.000 6.210E-05 1.158 50.000 5.796E-05 1.274 55.000 5.387E-05 1.390 60.000 4.979E-05 1.506 65.000 4.624E-05 1.622 70.000 4.314E-05 1.737 75.000 4.039E-05 1.853 80.000 3.297E-05 1.969 85.000 2.587E-05 2.085 90.000
- 1. 103E-04 0.5 21.58 ANNUAL AVERAGE 1.47E-06 K- 7 FIVEXQ((K)- 1.103E-04 FIVEPR(K)-21.585 LM-0641, Revision 0, Attachment T,Page 30 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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=2926.SQ.METERS A 3.4 0.52 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 0.75 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 B 3.4 1.27 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 0.45 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 C 1.6 0.60 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4 .293E-05 C 3.4 1.72 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 0.67 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.22 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 D 1.6 7.20 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 24.44 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 12.82 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 1.35 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 D 11.0 0.07 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 10.64 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 18.74 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 5.02 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 2.32 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 E 11.2 0.37 731. 0. 0. 40.4 17.2 40.4 4.098E-05 1.747E-05 1.747E-05 F 1.6 4.95 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 1.42 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 25.7 0.07 731. 0. 0. 27.9 11.0 27.9 4.051E-05 1.350E-05 1.350E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 2.92 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.90 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.52 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment I, Page 31 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE = 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.591E-05 0.001 0.003 2.927 3.826 8.774 9.298 10.723 21.367 28.563 47. 303 0.00003 0.00011 0.09182 0.12004 0.27524 0.29171 0.33639 0.67032 0.89607 1.48397 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.003E-05 1.747E-05 1.610E-05 1.350E-05 1.241E-05 47.903 72.340 77.362 90.180 92.504 94.228 94.603 95.952 96.027 96.102 1.50279 2.26941 2.42697 2.82910 2.90200 2.95608 2.96784 3.01017 3.01252 3.01487 1.202E-05 1.009E-05 8.122E-06 6.055E-06 2.581E-06 1.548E-06 96.777 98.051 98.276 98.726 99.250 100.000 3.03604 3.07602 3.08307 3.09718 3.11364 3.13716 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)- 0.120 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 0.275 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.482 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 2.267 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 2.899 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)= 2.953 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 8 1 -6.38764 -11.52190 -1.02746 8 2 -8.40264 -12.41542 -1.32178 8 3 -8.74579 -13.57370 -1.73899 8 4 -9.79177 -14.08090 -1.97221 8 5 -10.13357 -20.76193 -5.31026 8 6 -10.69464 -39.54101 -15.21579 8 7 -10.81804 NUMXQ(K)- 7 LM-0641, Revision 0, Attachment I, Page 32 of 124
3.327E-04 0.031 1.000 2.416E-04 0.094 3.000 2.013E-04 0.157 5.000 1.477E-04 0.314 10.000 1.165E-04 0.471 15.000 9.787E-05 0.627 20.000 8.513E-05 0.784 25.000 7.575E-05 0.941 30.000 6.849E-05 1.098 35.000 6.266E-05 1.255 40.000 5.786E-05 1.412 45.000 5.353E-05 1.569 50.000 4.964E-05 1.725 55.000 4.630E-05 1.882 60.000 4.338E-05 2.039 65.000 4.082E-05 2.196 70.000 3.663E-05 2.353 75.000 3.166E-05 2.510 80.000 2.756E-05 2.667 85.000 2.416E-05 2.823 90.000
- 1. 124E-04 0.5 15.94 ANNUAL AVERAGE 1.68E-06 K- 8 FIVEXQ(K)- 1.124E-04 FIVEPR(K)-15.938 LM-0641, Revision 0, Attachment I, Page 33 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30t03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 HIT EFEF PLUME HIT 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-2926.SQ.METERS A 3.4 1.90 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 3.22 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 0.32 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 A 11.0 0.09 731. 0. 0. 141.1 248.3 141.1 8.278E-07 8.064E-07 8.064E-07 B 1.6 0.14 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 1.68 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 1.31 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.27 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 C 1.6 0.36 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4 .293E-05 4.293E-05 C 3.4 2.13 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 1.63 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.54 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 C 11.0 0.05 731. 0. 0. 80.6 45.9 80.6 7.836E-06 6.261E-06 6.261E-06 D 1.6 5.58 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 20.08 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 0 5.7 13.28 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 1.45 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1. 610E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 8.75 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 22.08 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 4.71 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.36 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 E 11.2 0.05 731. 0. 0. 40.4 17.2 40.4 4.098E-05 1.747E-05 1.747E-05 F 1.6 3.31 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1. 591E-04 F 3.5 2.13 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 5.8 0.09 731. 0. 0. 27.9 11.0 28.8 1.724E-04 5.940E-05 5. 940E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1. 682E-03 G 1.6 3.26 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2. 403E-04 G 3.5 0.73 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2 .243E-04 G 5.8 0.45 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.34 6E-04 G 8.7 0.05 731. 0. 0. 19.2 7.0 19.2 2.728E-04 9.092E-05 9.092E-05 LM-0641, Revision 0, Attachment I, Page 34 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
N SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D= 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 9.092E-05 7.076E-05 0.001 0.003 3.267 3.992 7.301 7.754 9.885 18.633 18.679 24.254 0.00005 0.00016 0.16947 0.20710 0.37877 0.40228 0.51281 0.96667 0. 96902 1.25827 5.940E-05 5.591E-05 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.747E-05 24.345 46.420 46.783 66.864 71.578 84.860 85.223 85.359 87.489 87.534 1.26297 2.40821 2.42702 3.46879 3.71336 4.40238 4.42119 4.42825 4.53877 4.54112 1.610E-05 1.202E-05 1.009E-05 8.122E-06 6.261E-06 6.055E-06 4.091E-06 2.581E-06 1.548E-06 1.046E-06 88.985 90.617 92.294 92.838 92.883 94.198 94.470 96.374 99.592 99. 909 4.61637 4.70103 4.78804 4.81626 4.81861 4.88681 4.90092 4.99969 5.16665 5.18311 8.064E-07 100.000 5.18782 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( 3)- 0.207 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.406 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 3.466 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.399 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.535 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 9 1 -6.38764 -11.26211 -0.99939 9 2 -8.33355 -11.55459 -1.09920 9 3 -8.40264 -12.87255. -1.55882 9 4 -9.79177 -14.01439 -2.13658 LM-0641, Revision 0, Attachment I, Page 35 of 124
9 5 -10.13357 -18.55282 -4.63520 9 6 -10.64440 -31.11704 -11.99921 9 7 -10.81804 NUMXQ(K)- 7 3.410E-04 0.052 1.000 2.467E-04 0.156 3.000 2.005E-04 0.259 5.000 1.396E-04 0.519 10.000 1.115E-04 0.778 15.000 9.448E-05 1.038 20.000 8.271E-05 1.297 25.000 7.397E-05 1.556 30.000 6.715E-05 1.816 35.000 6.164E-05 2.075 40.000 5.707E-05 2.335 45.000 5.224E-05 2.594 50.000 4.782E-05 2.853 55.000 4.406E-05 3.113 60.000 4.082E-05 3.372 65.000 3.607E-05 3.631 70.000 3.115E-05 3.891 75.000 2.710E-05 4.150 80.000 2.361E-05 4.410 85.000 1.424E-04 0.5 9.64 ANNUAL AVERAGE = 2.53E-06 K- 9 FIVEXQ(K)= 1.424E-04 FIVEPR(K)- 9.638 LM-0641, Revision 0, Attachment I, Page 36 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 EFEF PLUME IT 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-2926.SQ.METERS A 3.4 3.87 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 5.11 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 0.66 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 A 11.0 0.04 731. 0. 0. 141.1 248.3 141.1 8.278E-07 8.064E-07 8.064E-07 B 1.6 0.08 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 3.13 731. 0. 0. 106.1 77.9 106.1 1. 123E-05 1.009E-05 1.009E-05 B 5.7 2.22 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.16 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 B 11.0 0.04 731. 0. 0. 106.1 77.9 106.1 3.509E-06 3.153E-06 3.153E-06 C 1.6 0.54 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 3.38 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 2.43 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.12 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 C 11.0 0.04 731. 0. 0. 80.6 45.9 80.6 7.836E-06 6.261E-06 6.261E-06 D 1.6 6.01 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 17.13 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 7.21 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 1.52 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 D 11.0 0.04 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 11.74 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 17.13 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 3.62 731. 0. 0. 40.4 17.2 41.4 7. 664E-05 3.355E-05 3.355E-05 E 8.7 0.25 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 5.19 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 4.78 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 2.68 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.54 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.25 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 G 8.7 0.08 731. 0. 0. 19.2 7.0 19.2 2.728E-04 9.092E-05 9. 092E-05 LM-0641, Revision 0, Attachment I, Page 37 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtOEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D= 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 l.591E-04 1.346E-04 9.900E-05 9.366E-05 9.092E-05 7.076E-05 0.001 0.004 2.681 3.216 8.405 8.652 13.430 25.167 25.250 31.263 0.00005 0.00020 0.15306 0.18363 0.47993 0.49404 0.76683 1.43704 1.4 4174 1.78508 5.591E-05 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.610E-05 1.241E-05 48.396 48.931 66.064 69.688 76.895 77.142 77.225 80.602 82.126 82.167 2.76335 2.79392 3.77219 3.97913 4.39066 4.40477 4.40948 4.60231 4. 68932 4. 69167 1.202E-05 1.009E-05 8.122E-06 6.261E-06 6.055E-06 4.091E-06 3.153E-06 2.581E-06 1.548E-06 1.046E-06 84.597 87.727 87.850 87.892 90.116 90.280 90.322 94.193 99.300 99. 959 4.83042 5.00914 5.01619 5.01854 5.14553 5.15494 5.15729 5.37834 5. 66994 5.70757 8.064E-07 100.000 5.70992 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)- 0.153 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 0.479 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.435 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 2.761 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 3.769 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 3.976 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 4.387 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 9)- 4.599 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE(10)- 5.005 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I)
LM-0641, Revision 0, Attachment T,Page 38 of 124
10 1 -6.38764 -11.31099 -1.00526 10 2 -8.33355 -11.62036 -1.10971 10 3 -8.74579 -12.15349 -1.31553 10 4 -9.27582 -13.45172 -1.90901 10 5 -9.79177 -14.50480 -2.45829 10 6 -10.13357 -22.32577 -6.85666 10 7 -10.30259 -23.30989 -7.41789 10 8 -10.64440 -23.90795 -7.76816 10 9 -10.81804 -39.18070 -16.83171 10 10 -11.50388 NUMXQ(K)- 10 3.221E-04 0.057 1.000 2.312E-04 0.171 3.000 1.930E-04 0.285 5.000 1.470E-04 0.571 10.000 1.214E-04 0.856 15.000 1.053E-04 1.142 20.000 9.399E-05 1.427 25.000 8.194E-05 1.713 30.000 7.267E-05 1.998 35.000 6.533E-05 2.284 40.000 5.937E-05 2.569 45.000 5.399E-05 2.855 50.000 4.869E-05 3.140 55.000 4.424E-05 3.426 60.000 4.046E-05 3.711 65. 000 3.303E-05 3.997 70. 000 2.601E-05 4.282 75.000 2.060E-05 4.568 80.000 1.305E-05 4.853 85.000 1.562E-04 0.5 8.76 ANNUAL AVERAGE - 2 .95E-06 K- 10 FIVEXQ(K)- 1.562E-04 FIVEPR(K)- 8.757 LM-0641, Revision 0, Attachment I, Page 39 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 HIT EE1F 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-2926. SQ. METERS A 1.6 0.14 731. 0. 141.1 248.3 141.1 5. 677E-06 5.530E-06 5.530E-06 A 3.4 8.27 731. 0. 141.1 248.3 141.1 2. 649E-06 2.581E-06 2.581E-06 A 5.7 3.22 731. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 0.28 731. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 B 1.6 0.47 731. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 3.41 731. 0. 106.1 77.9 106.1 1. 123E-05 1.009E-05 1.009E-05 B 5.7 0.93 731. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 C 1.6 1.03 731. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 3.92 731. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 1.07 731. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.09 731. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 D 1.6 7.29 731. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 13.45 731. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 2.48 731. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 0.23 731. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 E 0.2 0.00 731. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 17.61 731. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 13.78 731. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 1.40 731. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.23 731. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 10.04 731. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 3.32 731. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 5.8 0.14 731. 0. 27.9 11.0 28.8 1.724E-04 5.940E-05 5.940E-05 G 0.2 0.00 731. 0. 19.2 7.0 115.4 1. 682E-03 3.364E-03 1. 682E-03 G 1.6 6.21 731. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.79 731. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.19 731. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment 1,Page 40 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D= 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.940E-05 0.002 0.006 6.218 7.012 17.053 17.240 20.556 38.163 45.449 45.589 0.00010 0.00030 0.31307 0.35304 0.85864 0.86805 1.03501 1.92157 2.28842 2.29548 5.591E-05 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.610E-05 1.202E-05 59.367 60.395 73.846 75.247 77.722 77.956 78.423 82.346 82.579 83.653 2.98920 3.04094 3.71820 3.78875 3.91339 3.92515 3.94866 4.14620 4.15795 4.21204 1.009E-05 8.122E-06 6.055E-06 5.530E-06 2.581E-06 1.548E-06 1.046E-06 87.063 87.156 88.090 88.230 96.497 99.720 100.000 4.38371 4.38841 4.43545 4.44250 4.85874 5.02100 5.03511 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( 3)- 0.858 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.920 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)= 2.986 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)= 3.715 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVEC 7)= 4.143 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 4.380 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 11 1 -6.38764 -10.96636 -0.96294 11 2 -8.33355 -11.54724 -1.17539 11 3 -8.74579 -12.78497 -1.69470 11 4 -9.27582 -14.96276 -2.74643 11 5 -9.79177 -16.35622 -3.48653 11 6 -10.13357 -34.36553 -13.57711 11 7 -10.81804 -56.25573 -26.19864 LM-0641, Revision 0, Attachment I, Page 41 of 124
11 8 -11.50388 NUMXQ(K)- 8 4.100E-04 0.050 1.000 3.004E-04 0.151 3.000 2.573E-04 0.252 5.000 1.990E-04 0.504 10.000 1.681E-04 0.755 15.000 1.439E-04 1.007 20.000 1.246E-04 1.259 25.000 1.104E-04 1.511 30.000 9.944E-05 1.762 35.000 8.881E-05 2.014 40.000 7.760E-05 2.266 45.000 6.862E-05 2.518 50.000 6.129E-05 2.769 55.000 5.501E-05 3.021 60.000 4.859E-05 3.273 65.000 4.325E-05 3.525 70.000 3.607E-05 3.776 75.000 2.406E-05 4.028 80.000 1.357E-05 4.280 85.000 1.996E-04 0.5 9.93 ANNUAL AVERAGE 3.58E-06 K- 11 FIVEXQ(K)- 1.996E-04 FIVEPR(K)- 9.930 LM-0641, Revision 0, Attachment I, Page 42 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ENE SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY tt 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-2926.SQ.METERS A 1.6 0.56 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 8.49 731. 0. 0. 141.1 248.3 141.1 2. 649E-06 2.581E-06 2.581E-06 A 5.7 5.00 731. 0. 0. 141.1 248.3 141 . 1 1.589E-06 1.548E-06 1.548E-06 A 8.5 0.44 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 B 1.6 0.48 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 3.28 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 1.52 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.08 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 C 1.6 1.04 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 3.72 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 1.48 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.04 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 D 1.6 7.77 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 12.61 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 5.7 3.48 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 DD 2.677E-05 8.5 0.68 731. 0. 0. 56.8 24.8 56.8 1.610E-05 1.610E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 16.09 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 11.21 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 1.00 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.12 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 E 11.2 0.04 731. 0. 0. 40.4 17.2 40.4 4.098E-05 1.747E-05 1.747E-05 F 1.6 11.77 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 1.48 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1. 682E-03 3.364E-03 1.682E-03 G 1.6 6.56 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.96 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.08 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment I, Page 43 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.591E-05 0.002 0.006 6.571 7.531 19.300 19.380 20.861 36.953 44.719 55. 927 0.00012 0.00034 0.38600 0.44244 1.13382 1.13852 1.22553 2.17088 2. 62709 3.28554 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.747E-05 1.610E-05 1.202E-05 56.968 69.577 70.578 74.061 74.181 74.661 78.384 78.424 79.104 80. 586 3.34668 4.08744 4.14623 4.35082 4.35788 4.38610 4.60480 4.60715 4.64713 4.73414 1.009E-05 8.122E-06 6.055E-06 5.530E-06 4.091E-06 2.581E-06 1.548E-06 1.046E-06 83.868 83.908 85.429 85.990 86.070 94.556 99.560 100.000 4.92697 4.92932 5.01868 5.05160 5.05631 5.55485 5.84880 5.87467 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( 3)- 1.133 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.169 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)= 3.283 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)= 4.084 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.601 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 4.923 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 12 1 -6.38764 -10.86520 -0.95015 12 2 -8.33355 -11.18523 -1.07026 12 3 -8.74579 -13.40700 -2.04503 12 4 -9.27582 -15.08868 -2.87750 12 5 -9.79177 -16.09718 -3.42536 12 6 -10.13357 -31.33722 -12.17890 12 7 -10.81804 -46.39631 -21.11702 LM-0641, Revision 0, Attachment I, Page 44 of 124
12 8 -11.50388 NUMXQ(K)= 8 4.173E-04 0.059 1.000 3.058E-04 0.176 3.000 2.619E-04 0.294 5.000 2.059E-04 0.587 10.000 1.761E-04 0.881 15.000 1.548E-04 1.175 20.000 1.296E-04 1.469 25.000 1.116E-04 1.762 30.000 9.810E-05 2.056 35.000 8.509E-05 2.350 40.000 7.361E-05 2.644 45.000 6.451E-05 2.937 50.000 5.713E-05 3.231 55.000 5.016E-05 3.525 60.000 4.425E-05 3.819 65.000 3.838E-05 4.112 70.000 2.586E-05 4.406 75.000 1.631E-05 4.700 80.000 2.187E-04 0.5 8.51 ANNUAL AVERAGE 4.20E-06 K- 12 FIVEXQ(K)- 2.187E-04 FIVEPR(K)- 8.511 LM-0641, Revision 0, Attachment 1, Page 45 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE E SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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-2926.SQ.METERS A 1.6 0.49 731. 0. 141.1 248.3 141.1 5. 677E-06 5.530E-06 5.530E-06 A 3.4 4.53 731. 0. 141.1 248.3 141.1 2. 649E-06 2.581E-06 2.581E-06 A 5.7 3.49 731. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 1.42 731. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 A 11.0 0.11 731. 0. 141.1 248.3 141.1 8.278E-07 8.064E-07 8.064E-07 A 25.1 0.02 731. 0. 141.1 248.3 141.1 3.612E-07 3.519E-07 3.519E-07 B 1.6 0.47 731. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 1.97 731. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 1.99 731. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.76 731. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 B 11.0 0.15 731. 0. 106.1 77.9 106.1 3.509E-06 3.153E-06 3.153E-06 B 25.1 0.08 731. 0. 106.1 77.9 106.1 1.531E-06 1.376E-06 1.376E-06 C 1.6 0.55 731. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 2.63 731. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 1.86 731. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.83 731. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 C 11.0 0.17 731. 0. 80.6 45.9 80.6 7.836E-06 6.261E-06 6.261E-06 D 1.6 4.13 731. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 10.63 731. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 10.92 731. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 4.78 731. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 D 11.0 0.51 731. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 D 25.1 0.02 731. 0. 56.8 24.8 I 56.8 9.005E-06 5.417E-06 5.417E-06 E 0.2 0.00 731. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 9.76 731. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 11.86 731. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 2.82 731. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.42 731. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 E 11.2 0.02 731. 0. 40.4 17.2 40.4 4.098E-05 1.747E-05 1.747E-05 F 1.6 9.42 731. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 2.33 731. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1. 682E-03 3.364E-03 1.682E-03 G 1.6 8.96 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 1.38 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.47 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 G 8.7 0.06 731. 0. 0. 19.2 7.0 19.2 2.728E-04 9.092E-05 9.092E-05 LM-0641, Revision 0, Attachmcnt I, Page 46 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
E SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D= 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 9.092E-05 7.076E-05 0.003 0.005 8.961 10.337 19.758 20.224 22.553 32.313 32.377 36.505 0.00032 0.00056 0.99530 1.14815 2.19462 2.24636 2.50503 3.58913 3.59618 4.05475 5.591E-05 4.293E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.747E-05 1.610E-05 48.362 48.912 59.540 62.356. 73.281 73.704 74.170 76.796 76.817 81.602 5.37165 5.43279 6.61330 6.92607 8.13950 8.18653 8.23827 8.52987 8.53222 9.06368 1.241E-05 1.202E-05 1.009E-05 8.122E-06 6.261E-06 6.055E-06 5.530E-06 5.417E-06 4.091E-06 3.153E-06 82.110 83.973 85.942 86.768 86.937 88.927 89.414 89.435 90.197 90.346 9.12012 9.32706 9.54576 9.63748 9.65629 9.87734 9.93143 9.93378 10.01844 10.03490 2.581E-06 1.548E-06 1.376E-06 1.046E-06 8.064E-07 3.519E-07 94.876 98.370 98.454 99.873 -99.979 100.000 10.53814 10.92616 10.93556 11.09312 11.10488 11.10723 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( 3)- 1.147 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.192 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 3.586 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 5.368 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 6.609 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 8.136 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 9)- 9.060 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE(10)- 9.542 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 13 1 -6.38764 -10.40528 -0.88971 LM-0641, Revision 0, Attachment I, Page 47 of 124
13 2 -8.33355 -11.30942 -1.27799 13 3 -8.40264 -11.41687 -1.32523 13 4 -8.74579 -13.72257 -2.46919 13 5 -9.27582 -14.14791 -2.70537 13 6 -9.79177 -15.05056 -3.26596 13 7 -10.13357 -17.15492 -4.66372 13 8 -10.64440 -19.92995 -6.65157 13 9 -11.03644 -32.59905 -16.12694 13 10 -11.50388 NUMXQ(K)- 10 4.604E-04 0.111 1.000 3.385E-04 0.333 3.000 2.900E-04 0.555 5.000 2.279E-04 1.111 10.000 1.849E-04 1.666 15.000 1.571E-04 2.221 20.000 1.242E-04 2.777 25.000 1.018E-04 3.332 30.000 8.483E-05 3.888 35.000 7.164E-05 4.443 40.000 6.150E-05 4.998 45.000 5.298E-05 5.554 50.000 4.534E-05 6.109 55.000 3.900E-05 6.664 60.000 3.211E-05 7.220 65.000 2.674E-05 7.775 70.000 2.192E-05 8.330 75.000 1.732E-05 8.886 80.000 1.11SE-05 9.441 85.000 2.996E-04 0.5 4.50 ANNUAL AVERAGE - 7.36E-06 K- 13 FIVEXQ(K)- 2.996E-04 FIVEPR(K) 4.502 LM-0641, Revision 0, Attachment I, Page 48 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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=2926.SQ.METERS A 1.6 0.10 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 2.79 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 3.74 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 2.05 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 A 11.0 0.18 731. 0. 0. 141.1 248.3 141.1 8.278E-07 8.064E-07 8.064E-07 B 1.6 0.18 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 B 3.4 1.60 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 1.83 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 1.26 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4 .091E-06 4.091E-06 B 11.0 0.06 731. 0. 0. 106.1 77.9 106.1 3.509E-06 3.153E-06 3.153E-06 C 1.6 0.31 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 1.95 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 2.48 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 1.94 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 C 11.0 0.18 731. 0. 0. 80.6 45.9 80.6 7.836E-06 6.261E-06 6.261E-06 C 25.1 0.01 731. 0. 0. 80.6 45.9 80.6 3.419E-06 2.732E-06 2.732E-06 D 1.6 3.10 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 9.87 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 14.90 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 8.5 7.77 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 D 11.0 0.58 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 D 25.1 0.01 731. 0. 0. 56.8 24.8 56.8 9.005E-06 5.417E-06 5.417E-06 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 6.86 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 12.50 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 3.92 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.83 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 E 0.07 731. 0. 0. 40.4 17.2 40.4 4.098E-05 1.747E-05 1.747E-05 11.2 F 1.6 6.65 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 2.84 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 5.8 0.10 731. 0. 0. 27.9 11.0 28.8 1.724E-04 5.940E-05 5.940E-05 F 8.7 0.03 731. 0. 0. 27.9 11.0 27.9 1.204E-04 4.014E-05 4.014E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1. 682E-03 3.364E-03 1.682E-03 G 1.6 7.57 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 1.34 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.21 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 G 8.7 0.18 731. 0. 0. 19.2 7.0 19.2 2.728E-04 9.092E-05 9.092E-05 G 11.2 0.01 731. 0. 0. 19.2 7.0 19.2 2.103E-04 7.009E-05 7.009E-05 LM-0641, Revision 0, Attachment I, Page 49 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE - 731,0 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- 5851. D= 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 9.092E-05 7.076E-05 0.002 0.004 7.570 8.915 15.564 15.771 18.608 25.465 25.642 28.745 0.00038 0.00063 1.20466 1.41866 2.47688 2.50980 2.96131 4.05246 4.08068 4.57452 7.009E-05 5.940E-05 5.591E-05 4.293E-05 4.014E-05 3.972E-05 3.355E-05 2.383E-05 2.267E-05 2.162E-05 28.760 28.863 41.365 41.675 41.705 51.576 55.492 70.387 71.214 71.392 4.57687 4.59333 6.58280 6.63218 6.63689 8.20776 8.83094 11.20137 11.33306 11.36128 2.003E-05 1.747E-05 1.610E-05 1.241E-05 1.202E-05 1.009E-05 8.122E-06 6.261E-06 6.055E-06 5.530E-06 73.342 73.416 81.189 81.765 84.248 85.844 87.779 87.957 89.789 89.893 11.67169 11.68345 12.92039 13.01211 13.40718 13.66115 13.96921 13.99743 14.28903 14.30549 5.417E-06 4.091E-06 3.153E-06 2.732E-06 2.581E-06 1.548E-06 1.046E-06 8.064E-07 89.907 91.163 91.222 91.237 94.030 97.769 99.823 100.000 14.30785 14.50773 14.51714 14.51949 14.96395 15.55890 15.88578 15.91400 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( 3)- 1.417 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)= 2.474 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 6.579 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)= 11.199 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 12.919 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 13.406 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 14 1 -6.38764 -10.31198 -0.87693 14 2 -8.33355 -10.78641 -1.08722 14 3 -8.40264 -11.70011 -1.50396 LM-0641, Revision 0, Attachment I, Page 50 of 124
14 4 -8.74579 -13.24713 -2.29149 14 5 -9.79177 -14.19656 -2.92113 14 6 -10.64440 -16.20146 -4.56986 14 7 -11.03644 -25.51216 -12.80772 14 8 -11.32887 NUMXQ(K)- 8 4.416E-04 0.159 1.000 3.227E-04 0.477 3.000 2.754E-04 0.796 5.000 2.094E-04 1.591 10.000 1.629E-04 2.387 15.000 1.239E-04 3.183 20.000 9.817E-05 3.979 25.000 8.060E-05 4.774 30.000 6.784E-05 5.570 35.000 5.816E-05 6.366 40.000 4.920E-05 7.161 45.000 4.179E-05 7.957 50.000 3.591E-05 8.753 55.000 3.117E-05 9.548 60.000 2.729E-05 10.344 65.000 2.406E-05 11.140 70.000 2.006E-05 11.936 75.000 1.678E-05 12.731 80.000 3.182E-04 0.5 3.14 ANNUAL AVERAGE - 8 .88E-06 K- 14 FIVEXQOK)- 3.182E-04 FIVEPR(K)- 3.142 LM-0641, Revision 0, Attachment I, Pagc 51 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SE SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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=2926.SQ.METERS 1.6 0.15 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 3.4 1.51 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 5.7 3.59 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 8.5 1.11 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 11.0 0.15 731. 0. 0. 141.1 248.3 141.1 8.278E-07 8.064E-07 8.064E-07 1.6 0.09 731. 0. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 3.4 1.28 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 5.7 2.51 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 8.5 0.94 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4 .091E-06 4.091E-06 11.0 0.09 731. 0. 0. 106.1 77.9 106.1 3.509E-06 3.153E-06 3.153E-06 1.6 0.21 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4 .293E-05 4.293E-05 3.4 1.53 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 5.7 3.32 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 8.5 2.34 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 11.0 0.57 731. 0. 0. 80.6 45.9 80.6 7.836E-06 6.261E-06 6.261E-06 25.1 0.02 731. 0. 0. 80.6 45.9 80.6 3.419E-06 2.732E-06 2.732E-06 1.6 3.65 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 3.4 10.99 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 5.7 15.49 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 8.5 10.56 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 11.0 2.15 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.24lE-05 25.1 0.09 731. 0. 0. 56.8 24.8 56.8 9.005E-06 5.417E-06 5.417E-06 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 1.6 6.65 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 3.5 9.71 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 5.8 4.21 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 8.7 1.02 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 11.2 0.09 731. 0. 0. 40.4 17.2 40.4 4.098E-05 1.747E-05 1.747E-05 F 1.6 6.67 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 1.83 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 8.7 0.19 731. 0. 0. 27.9 11.0 27.9 1.204E-04 4.014E-05 4 .014E-05 F 11.2 0.04 731. 0. 0. 27.9 11.0 27.9 9.283E-05 3.094E-05 3.094E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1.682E-03 3.364E-03 1.682E-03 G 1.6 6.63 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.51 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.08 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment I, Page 52 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE - 731.0 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= 5851. D= 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.591E-05 0.002 0.004 6.634 7.144 13.811 13.887 15.719 22.368 26.013 35.722 0.00026 0.00045 0.82587 0.88936 1.71948 1.72889 1.95699 2.78476 3.23862 4.44735 4.293E-05 4.014E-05 3.972E-05 3.355E-05 3.094E-05 2.383E-05 2.267E-05 2.162E-05 2.003E-05 1.747E-05 35.930 36.119 47.112 51.324 51.362 66.850 67.870 67.965 69.495 69.589 4.47322 4.49674 5.86538 6.38979 6.39449 8.32281 8.44980 8.46156 8.65204 8. 66380 1.610E-05 1.241E-05 1.202E-05 1.009E-05 8.122E-06 6.261E-06 6.055E-06 5.530E-06 5.417E-06 4.091E-06 80.148 82.301 85.626 86.910 89.252 89.819 92.331 92.482 92.577 93.521 9.97835 10.24643 10.66031 10.82022 11.11182 11.18237 11.49514 11.51395 11.52571 11. 64329 3.153E-06 2.732E-06 2.581E-06 1.548E-06 1.046E-06 8.064E-07 93.616 93.635 95.146 98.734 99.849 100.000 11.65505 11.65740 11.84553 12.29233 12.43108 12.44989 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 CbI/0 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( 3)= 1.718 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)= 4.444 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 5.862 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 8.319 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 9.975 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 10.658 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 15 1 -6.38764 -10.49626 -0.90199 15 2 -8.33355 -11.84122 -1.46293 15 3 -8.74579 -14.08444 -2.52309 LM-0641, Revision 0, Attachment 1,Page 53 of 124
15 4 -9.7911'7 -14.10418 -2.53470 15 5 -10.133557 -14.51627 -2.79776 15 6 -10.6444 0 -16.01861 -3.88333 15 7 -11.036414 -20.90559 -7.69246 15 8 -11.328817 NUMXQ(K)- 8 4 .231E-04 0.124 1.000 3.088E-04 0.373 3.000 2.634E-04 0.622 5.000 1.918E-04 1.245 10.000 1.462E-04 1.867 15.000 1.079E-04 2.490 20.000 8.448E-05 3.112 25.000 6.865E-05 3.735 30.000 5.729E-05 4.357 35.000 4.873E-05 4.980 40.000 4.210E-05 5.602 45.000 3.652E-05 6.225 50.000 3.185E-05 6.847 55.000 2.803E-05 7.470 60.000 2.487E-05 8.092 65.000 2.161E-05 8.715 70.000 1.863E-05 9.337 75. 000 1.617E-05 9.960 80.000 1.242E-05 10.582 85.000 2.823E-04 0.5 4.02 ANNUAL AVERAGE ' 6.50E-06 K- 15 FIVEXQ(K)- 2.823E-04 FIVEPR(K)- 4.016 LM-0641, Revision 0, Attachment I, Page 54 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSE SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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-2926.SQ.METERS A 1.6 0.23 731. 0. 0. 141.1 248.3 141.1 5.677E-06 5.530E-06 5.530E-06 A 3.4 2.17 731. 0. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 A 5.7 2.33 731. 0. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 A 8.5 0.66 731. 0. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 A 11.0 0.16 731. 0. 0. 141.1 248.3 141.1 8.278E-07 8.064E-07 8.064E-07 B 3.4 1.55 731. 0. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 B 5.7 1.71 731. 0. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 B 8.5 0.81 731. 0. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 B 11.0 0.16 731. 0. 0. 106.1 77.9 106.1 3.509E-06 3.153E-06 3.153E-06 C 1.6 0.39 731. 0. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 C 3.4 1.36 731. 0. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 C 5.7 2.13 731. 0. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 C 8.5 0.85 731. 0. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 C 11.0 0.12 731. 0. 0. 80.6 45.9 80.6 7.836E-06 6.261E-06 6.261E-06 D 1.6 5.97 731. 0. 0. 56.8 24.8 113.5 7.076E-05 8.512E-05 7.076E-05 D 3.4 13.38 731. 0. 0. 56.8 24.8 80.8 4.640E-05 3.972E-05 3.972E-05 D 5.7 16.25 731. 0. 0. 56.8 24.8 58.5 3.843E-05 2.383E-05 2.383E-05 D 8.5 4.96 731. 0. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 D 11.0 0.47 731. 0. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 E 0.2 0.00 731. 0. 0. 40.4 17.2 121.1 6.556E-04 8.386E-04 6.556E-04 E 1.6 9.15 731. 0. 0. 40.4 17.2 121.1 9.366E-05 1.198E-04 9.366E-05 E 3.5 9.93 731. 0. 0. 40.4 17.2 69.1 7.664E-05 5.591E-05 5.591E-05 E 5.8 3.22 731. 0. 0. 40.4 17.2 41.4 7.664E-05 3.355E-05 3.355E-05 E 8.7 0.47 731. 0. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 F 1.6 7.72 731. 0. 0. 27.9 11.0 111.4 1.591E-04 2.122E-04 1.591E-04 F 3.5 0.85 731. 0. 0. 27.9 11.0 54.9 1.508E-04 9.900E-05 9.900E-05 F 5.8 0.04 731. 0. 0. 27.9 11.0 28.8 1.724E-04 5.940E-05 5.940E-05 F 11.2 0.08 731. 0. 0. 27.9 11.0 27.9 9.283E-05 3.094E-05 3.094E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 115.4 1. 682E-03 3.364E-03 1.682E-03 G 1.6 12.41 731. 0. 0. 19.2 7.0 115.4 2.403E-04 4.806E-04 2.403E-04 G 3.5 0.35 731. 0. 0. 19.2 7.0 46.2 2.803E-04 2.243E-04 2.243E-04 G 5.8 0.12 731. 0. 0. 19.2 7.0 20.1 3.869E-04 1.346E-04 1.346E-04 LM-0641, Revision 0, Attachment I, Page 55 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL TI 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 SITE EXCLUSION BOUNDARY CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE - 731.0 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 7.076E-05 5.940E-05 0.004 0.006 12.418 12.767 20.486 20.602 21.455 30.609 36.583 36. 621 0.00024 0.00037 0.75288 0.77405 1.24202 1.24907 1.30081 1.85579 2.21794 2.22029 5.591E-05 4.293E-05 3.972E-05 3.355E-05 3.094E-05 2.383E-05 2.267E-05 2.003E-05 1.610E-05 1.241E-05 46.551 46.939 60.320 63.540 63.617 79.869 80.335 81.692 86.657 87.123 2.82230 2.84582 3.65712 3.85231 3.85701 4.84234 4.87056 4.95286 5.25387 5.28209 1.202E-05 1.009E-05 8.122E-06 6.261E-06 6.055E-06 5.530E-06 4.091E-06 3.153E-06 2.581E-06 1.548E-06 89.256 90.807 91.661 91.777 93.484 93.716 94.531 94.686 96.858 99.186 5.41143 5.50549 5.55723 5.56428 5.66775 5.68186 5.73125 5.74065 5.87235 6.01344 1.046E-06 8.064E-07 99.845 100.000 6.05342 6.06283 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 CIII/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( 3)- 1.241 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 3.654 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.839 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 5.250 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 5.408 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 16 1 -6.38764 -10.54131 -0.90802 16 2 -8.33355 -13.69082 -2.20335 16 3 -8.74579 -15.63691 -3.07047 16 4 -10.13357 -17.08862 -3.88042 LM-0641, Revision 0, Attachment I, Page 56 of 124
16 5 -10.64440 -27.07330 -9.89276 16 6 -11.03644 -43.68282 -20.13878 16 7 -11.32887 NUMXQ(K)- 7 4.990E-04 0.061 1.000 3.706E-04 0.182 3.000 3.194E-04 0.303 5.000 2.578E-04 0.606 10.000 2.063E-04 0.909 15.000 1.624E-04 1.213 20.000 1.253E-04 1.516 25.000 1.OOOE-04 1.819 30.000 8.231E-05 2.122 35.000 6.925E-05 2.425 40.000 5.928E-05 2.728 45.000 5.145E-05 3.031 50.000 4.517E-05 3.335 55.000 4.002E-05 3.638 60.000 3.477E-05 3.941 65.000 3.040E-05 4.244 70.000 2.679E-05 4.547 75.000 2.365E-05 4.850 80.000 1.768E-05 5.153 85.000 2.741E-04 0.5 8.25 ANNUAL AVERAGE 4.34E-06 K- 16 FIVEXQ(K)- 2.741E-04 FIVEPR(K)- 8.247 LM-0641, Revision 0, Attachment 1, Page 57 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ALL SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** CHI/N VALUES (SEC/CUBIC METER)
CLASS METER/SEC PERCENT METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED AT 10.0 METERS CA=2926.SQ.METERS 1.6 0.19 731. 0. 141.1 248.3 141.1 5. 677E-06 5.530E-06 5.530E-06 3.4 3.01 731. 0. 141.1 248.3 141.1 2.649E-06 2.581E-06 2.581E-06 5.7 2.69 731. 0. 141.1 248.3 141.1 1.589E-06 1.548E-06 1.548E-06 8.5 0.79 731. 0. 141.1 248.3 141.1 1.074E-06 1.046E-06 1.046E-06 11.0 0.08 731. 0. 141.1 248.3 141.1 8.278E-07 8.064E-07 8.064E-07 25.1 0.00 731. 0. 141.1 248.3 141.1 3.612E-07 3.519E-07 3.519E-07 1.6 0.23 731. 0. 106.1 77.9 106.1 2.406E-05 2.162E-05 2.162E-05 3.4 1.82 731. 0. 106.1 77.9 106.1 1.123E-05 1.009E-05 1.009E-05 5.7 1.52 731. 0. 106.1 77.9 106.1 6.736E-06 6.055E-06 6.055E-06 8.5 0.51 731. 0. 106.1 77.9 106.1 4.552E-06 4.091E-06 4.091E-06 11.0 0.05 731. 0. 106.1 77.9 106.1 3.509E-06 3.153E-06 3.153E-06 25.1 0.01 731. 0. 106.1 77.9 106.1 1.531E-06 1.376E-06 1.376E-06 1.6 0.46 731. 0. 80.6 45.9 80.6 5.373E-05 4.293E-05 4.293E-05 3.4 2.33 731. 0. 80.6 45.9 80.6 2.507E-05 2.003E-05 2.003E-05 5.7 1.87 731. 0. 80.6 45.9 80.6 1.504E-05 1.202E-05 1.202E-05 8.5 0.81 731. 0. 80.6 45.9 80.6 1.017E-05 8.122E-06 8.122E-06 11.0 0.13 731. 0. 80.6 45.9 80.6 7.836E-06 6.261E-06 6.261E-06 25.1 0.00 731. 0. 80.6 45.9 80.6 3.419E-06 2.732E-06 2.732E-06 1.6 6.70 731. 0. 56.8 24.8 56.8 1.415E-04 8.512E-05 8.512E-05 3.4 16.10 731. 0. 56.8 24.8 56.8 6.604E-05 3.972E-05 3.972E-05 5.7 11.46 731. 0. 56.8 24.8 56.8 3.962E-05 2.383E-05 2.383E-05 8.5 4.04 731. 0. 56.8 24.8 56.8 2.677E-05 1.610E-05 1.610E-05 11.0 0.46 731. 0. 56.8 24.8 56.8 2.064E-05 1.241E-05 1.241E-05 25.1 0.02 731. 0. 56.8 24.8 56.8 9.005E-06 5.417E-06 5.417E-06 0.2 0.00 731. 0. 40.4 17.2 40.4 1.967E-03 8.386E-04 8.386E-04 1.6 10.23 731. 0. 40.4 17.2 40.4 2.810E-04 1. 198E-04 1.198E-04 3.5 12.64 731. 0. 40.4 17.2 40.4 1.311E-04 5.591E-05 5.591E-05 5.8 3.05 731. 0. 40.4 17.2 40.4 7.868E-05 3.355E-05 3.355E-05 8.7 0.56 731. 0. 40.4 17.2 40.4 5.316E-05 2.267E-05 2.267E-05 11.2 0.05 731. 0. 40.4 17.2 40.4 4.098E-05 1.747E-05 1.747E-05 25.7 0.01 731. 0. 40.4 17.2 40.4 1.788E-05 7.624E-06 7.624E-06 1.6 7.54 731. 0. 27.9 11.0 27.9 6.365E-04 2.122E-04 2.122E-04 3.5 2.09 731. 0. 27.9 11.0 27.9 2.970E-04 9.900E-05 9.900E-05 5.8 0.04 731. 0. 27.9 11.0 27.9 1.782E-04 5.940E-05 5.940E-05 8.7 0.04 731. 0. 27.9 11.0 27.9 1.204E-04 4.014E-05 4.014E-05 11.2 0.02 731. 0. 27.9 11.0 27.9 9.283E-05 3.094E-05 3.094E-05 25.7 0.00 731. 0. 27.9 11.0 27.9 4.051E-05 1.350E-05 1.350E-05 G 0.2 0.00 731. 0. 0. 19.2 7.0 19.2 1.009E-02 3.364E-03 3.364E-03 G 1.6 7.42 731. 0. 0. 19.2 7.0 19.2 1.442E-03 4.806E-04 4.806E-04 LM-0641, Revision 0, Attachment I, Page 58 of 124
G 3.5 0.79 731. 0. 0. 19.2 7.0 19.2 6.729E-04 2.243E-04 2.243E-04 G 5.8 0.19 731. 0. 0. 19.2 7.0 19.2 4.037E-04 1.346E-04 1.346E-04 G 8.7 0.04 731. 0. 0. 19.2 7.0 19.2 2.728E-04 9.092E-05 9.092E-05 G 11.2 0.00 731. 0. 0. 19.2 7.0 19.2 2.103E-04 7.009E-05 7.009E-05 LM-0641, Revision 0, Attachment I, Page 59 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Tl 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 - 731.0 METERS.
BUILDING WAKE CREDIT ALLOWED: C- 0.5 A- 5851. D= 59.4 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.
3.364E-03 8.386E-04 4.806E-04 2.243E-04 2.122E-04 1.346E-04 1.198E-04 9.900E-05 9.092E-05 8.512E-05 0.002 0.005 7.422 8.217 15.758 15.949 26.183 28.276 28.318 35.020 0.00235 0.00470 7.42169 8.21654 15.75816 15.94864 26.18286 28.27580 28.31813 35.02023 7.009E-05 5.940E-05 5.591E-05 4.293E-05 4.014E-05 3.972E-05 3.355E-05 3.094E-05 2.383E-05 2.267E-05 35.023 35.060 47.695 48.159 48.194 64.295 67.350 67.371 78.831 79.395 35.02258 35.06020 47.69542 48.15869 48.19396 64.29546 67.35020 67.37137 78.83078 79.39516 2.162E-05 2.003E-05 1.747E-05 1.610E-05 1.350E-05 1.241E-05 1.202E-05 1.009E-05 8.122E-06 7.624E-06 79.626 81.951 82.001 86.038 86.041 86.499 88.371 90.189 90.998 91.005 79.62563 81.95137 82.00076 86.03848 86.04082 86.49939 88.37128 90.18907 90.99802 91.00508 6.261E-06 6.055E-06 5.530E-06 5.417E-06 4.091E-06 3.153E-06 2.732E-06 2.581E-06 1.548E-06 1.376E-06 91.134 92.654 92.846 92.865 93.371 93.420 93.425 96.440 99.128 99.137 91.13442 92.65356 92.84640 92.86521 93.37081 93.42020 93.42490 96.43967 99.12756 99.13697 1.046E-06 8.064E-07 3.519E-07 99.922 99.998 100.000 99.92241 99.99766 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 ERROR IN NORMAL TRANSFORMATION FOR A( 43)- 100.00000 9.238E-04 1.000 1.000 6.639E-04 3.000 3.000 5.573E-04 5.000 5.000 3.680E-04 10.000 10. 000 2.466E-04 15.000 15.000 1.794E-04 20.000 20.000 1.366E-04 25.000 25.000 1.069E-04 30.000 30.000 8.520E-05 35.000 35.000 LM-0641, Revision 0, Attachment 1, Page 60 of 124
7.448E-05 40.000 40.000 6.543E-05 45.000 45.000 5.761E-05 50.000 50.000 5.072E-05 55.000 55.000 4.455E-05 60.000 60.000 3.885E-05 65.000 65.000 3.299E-05 70.000 70.000 2.765E-05 75.000 75.000 2.251E-05 80.000 80.000 1.716E-05 85.000 85.000 1.318E-05 90.000 90.000 5.573E-04 5.0 5.00 K- 17 FIVEXQ(K)- 5.573E-04 FIVEPR(K)- 5.000 LM-0641, Revision 0, Attachment I, Page 61 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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- 5851. D- 59.4 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.
1.682E-03 6.556E-04 2.403E-04 2.243E-04 1.591E-04 1.346E-04 9.900E-05 9.366E-05 9.092E-05 7.076E-05 0.002 0.005 7.422 8.217 15.758 15.949 18.042 28.276 28.318 35.020 0.00235 0.00470 7.42169 8.21654 15.75816 15.94864 18.04157 28.27580 28.31813 35.02022 7.009E-05 5.940E-05 5.591E-05 4.293E-05 4.014E-05 3.972E-05 3.355E-05 3.094E-05 2.383E-05 2.267E-05 35.023 35.060 47.695 48.159 48.194 64.295 67.350 67.371 78.831 79.395 35.02257 35.06019 47.69540 48.15867 48.19394 64.29543 67.35016 67.37132 78.83073 79. 39511 2.162E-05 2.003E-05 1.747E-05 1.610E-05 1.350E-05 1.241E-05 1.202E-05 1.009E-05 8.122E-06 7.624E-06 79.626 81.951 82.001 86.038 86.041 86.499 88.371 90.189 90. 998 91.005 79.62556 81.95131 82.00069 86.03841 86.04076 86.49931 88.37122 90.18902 90.99797 91.00502 6.261E-06 6.055E-06 5.530E-06 5.417E-06 4.091E-06 3.153E-06 2.732E-06 2.581E-06 1.548E-06 1.376E-06 91.134 92.654 92.846 92.865 93.371 93.420 93.425 96.440 99.127 99.137 91.13436 92.65352 92.84634 92.86515 93.37074 93.42012 93.42482 96.43960 99.12749 99.13689 1.046E-06 8.064E-07 3.519E-07 99.922 99.998 100.000 99.92234 99.99759 99.99994 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 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 18 1 -6.38764 -9.40517 -0.74142 18 2 -8.33355 -9.68485 -0.93492 18 3 -8.74579 -9.85546 -1.10478 18 4 -9.79177 -9.83829 -0.80696 18 5 -10.13357 -9.70331 -1.17583 18 6 -10.64440 -9.53061 -1.39161 18 7 -11.03644 -9.95004 -1.00400 18 8 -14.03067 NUMXQ(K)- 8 4.620E-04 1.000 1.000 LM-0641, Revision 0, Attachment I, Page 62 of 124
3.320E-04 3.000 3.000 2.787E-04 5.000 5.000 2.062E-04 10.000 10.000 1.640E-04 15.000 15.000 1.329E-04 20.000 20. 000 1.105E-04 25.000 25. 000 9.359E-05 30.000 30.000 8.026E-05 35.000 35.000 6.937E-05 40.000 40.000 6.025E-05 45.000 45.000 5.337E-05 50.000 50.000 4.823E-05 55.000 55.000 4.352E-05 60.000 60.000 3.885E-05 65.000 65.000 3.299E-05 70.000 70.000 2.765E-05 75.000 75.000 2.251E-05 80.000 80. 000 1.716E-05 85.000 85.000 1.318E-05 90.000 90.000 2.787E-04 5.0 5.00 K- 18 FIVEXQ(K)= 2.787E-04 FIVEPR(K)- 5.000 K HIGHPR PR GRNDVT(K) 1 -2.80284 0.25328 4.78115 2 -1.82403 3.40741 3.94629 3 -2.83692 0.22776 4.77880 4 -2.98817 0.14033 6.07917 5 -3.07069 0.10679 4.92446 6 -3.30029 0.04830 2.69507 7 -3.35427 0.03979 2.31643 8 -3.37638 0.03673 3.13716 9 -3.21127 0.06608 5.18782 10 -3.24114 0.05953 5.70992 11 -3.02571 0.12403 5.03511 12 -2.95995 0.15385 5.87467 13 -2.64411 0.40953 11.10723 14 -2.57624 0.49942 15.91400 15 -2.70897 0.33747 12.44989 16 -2.74061 0.30663 6.06283 K HOURS(K) TOTHRS 1 22.18715 22.18715 2 298.48880 320.67600 3 19.95136 340.62730 4 12.29319 352.92050 5 9.35512 362.27570 6 4.23087 366.50650 7 3.48578 369.99230 8 3.21741 373.20970 9 5.78893 378.99870 10 5.21510 384.21370 11 10.86514 395.07890 12 13.47739 408.55630 13 35.87497 444.43120 14 43.74879 488.18000 15 29.56233 517.74240 16 26.86080 544.60310 LM-0641, Revision 0, Attachment I, Page 63 of 124
K FIVEXQ SVANN SLTIME TIMINT I TIME XQT 1'2.583E-04 3.833E-06 -0.5022 -7.9132 1 8.0 -8.95738 2 16.0 -9.30544 3 72.0 -10.06072 4 624.0 -11.14 511 2 2.372E-04 3.440E-06 -0.5049 -7.9966 1 8.0 -9.04 652 2 16.0 -9.39648 3 72.0 -10.15587 4 624.0 -11.24 616 3 2.499E-04 4.024E-06 -0.4924 -7.9530 1 8.0 -8. 97693 2 16.0 -9.31824 3 72.0 -10.05887 4 624.0 -11.12222 4 2.027E-04 3.833E-06 -0.4732 -8.1758 1 8.0 -9.15987 2 16.0 -9.48788 3 72.0 -10.19965 4 624.0 -11.22157 5 1.751E-04 2.867E-06 -0.4904 -8.3101 1 8.0 -9.32987 2 16.0 -9. 66980 3 72.0 -10.4074 1 4 624.0 -11.4 6645 6 1.261E-04 1.750E-06 -0.5101 -8.6251 1 8.0 -9. 68582 2 16.0 -10.03939 3 72.0 -10.80661 4 624.0 -11.90814 7 1.103E-04 1.470E-06 -0.5150 -8.7552 1 8.0 -9.82609 2 16.0 -10.18305 3 72.0 -10.95763 4 624.0 -12.06972 8 1.124E-04 1.684E-06 -0.5010 -8.7464 1 8.0 -9.78818 2 16.0 -10.13545 3 72.0 -10.88899 4 624.0 -11. 97089 9 1.424E-04 2.531E-06 -0.4807 -8.5235 1 8.0 -9.52299 2 16.0 -9.85615 3 72.0 -10.57910 4 624.0 -11.61708 10 1.562E-04 2.950E-06 -0.4734 -8.4363 1 8.0 -9. 42064 2 16.0 -9.74 877 3 72.0 -10.46078 4 624.0 -11.48306 11 1.996E-04 3.576E-06 -0.4797 -8.1867 1 8.0 -9.18413 2 16.0 -9.51662 3 72.0 -10.23810 4 624.0 -11.27397 12 2.187E-04 4.203E-06 -0.4713 -8.1013 1 8.0 -9.08131 LM-0641, Revision 0, Attachment I, Page 64 of 124
2 16.0 -9. 40798 3 72.0 -10. 11682 4 624.0 -11.13454 13 2.996E-04 7.358E-06 -0.4420 -7.8068 1 8.0 -8.72598 2 16.0 -9.03238 3 72.0 -9. 69725 4 624.0 -10.65183 14 3.182E-04 8.878E-06 -0.4268 -7.7569 1 8.0 -8.64453 2 16.0 -8.94040 3 72.0 -9.58241 4 624.0 -10.50418 15 2.823E-04 6.503E-06 -0.4497 -7.8608 1 8.0 -8.79594 2 16.0 -9.10766 3 72.0 -9.78405 4 624.0 -10.75518 16 2.741E-04 4.342E-06 -0.4943 -7.8594 1 8.0 -8.88736 2 16.0 -9.23002 3 72.0 -9. 97356 4 624.0 -11.04110 17 5.573E-04 8.878E-06 -0.4937 -7.1501 1 8.0 -8.17672 2 16.0 -8.51892 3 72.0 -9.26147 4 624.0 -10.32758 18 2.787E-04 8.878E-06 -0.4110 -7.9005 1 8.0 -8.75519 2 16.0 -9.04 010 3 72.0 -9. 65833 4 624.0 -10.54595 LM-0641, Revision 0, Attachmcnt I, Page 65 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 RELATIVE CONCENTRATION (X/Q) VALUES (SEC/CUBIC METER)
VERSUS HOURS PER YEAR MAX AVERAGING TIME 0-2 HR X/Q IS DOWNWIND DISTANCE EXCEEDED DOWNWIND SECTOR (METERS) 0-2 HOURS 0-8 HOURS 8-24 HOURS 1-4 DAYS 4-30 DAYS ANNUAL AVERAGE IN SECTOR SECTOR S 731. 2.58E-04 1.29E-04 9.09E-05 4.27E-05 1.44E-05 3.83E-06 22.2 S SSW 731. 2.37E-04 1.18E-04 8.30E-05 3.88E-05 1.31E-05 3.44E-06 298.5 SSW SW 731. 2.50E-04 1.26E-04 8.98E-05 4.28E-05 1.48E-05 4.02E-06 20.0 SW WSW 731. 2.03E-04 1.05E-04 7.58E-05 3.72E-05 1.34E-05 3.83E-06 12.3 WSW W 731. 1.75E-04 8.87E-05 6.32E-05 3.02E-05 1.05E-05 2.87E-06 9.4 W WNW 731. 1.26E-04 6.22E-05 4.36E-05 2.03E-05 6.74E-06 1.75E-06 4.2 WNW NW 731. 1.10E-04 5.40E-05 3.78E-05 1.74E-05 5.73E-06 1.47E-06 3.5 NW NNW 731. 1.12E-04 5.61E-05 3.96E-05 1.87E-05 6.33E-06 1.68E-06 3.2 NNW N 731. 1.42E-04 7.32E-05 5.24E-05 2.54E-05 9.01E-06 2.53E-06 5.8 N NNE 731. 1.56E-04 8.1OE-05 5.84E-05 2.86E-05 1.03E-05 2.95E-06 5.2 NNE NE 731. 2.OOE-04 1.03E-04 7.36E-05 3.58E-05 1.27E-05 3.58E-06 10.9 NE ENE 731. 2.19E-04 1. 14E-04 8.21E-05 4.04E-05 1.46E-05 4.20E-06 13.5 ENE E 731. 3.OOE-04 1. 62E-04 1.19E-04 6.15E-05 2.37E-05 7.36E-06 35.9 E ESE 731. 3.18E-04 1.76E-04 1.31E-04 6.89E-05 2.74E-05 8.88E-06 43.7 ESE SE 731. 2.82E-04 1.51E-04 1.11E-04 5.63E-05 2.13E-05 6.50E-06 29.6 SE SSE 731. 2.74E-04 1.38E-04 9.81E-05 4.66E-05 1.60E-05 4.34E-06 26.9 SSE MAX X/Q 3.18E-04 TOTAL HOURS AROUND SITE: 544.6 SRP 2.3.4 731. 5.57E-04 2.81E-04 2.OOE-04 9.50E-05 3.27E-05 8.88E-06 SITE LIMIT 2.79E-04 1.58E-04 1. 19E-04 6.39E-05 2.63E-05 8.88E-06 THE FIVE-PERCENT-FOR-THE-ENTIRE-SITE X/Q IS LIMITING.
- NOTE**: VALUES ON THIS PAGE ARE APPROXIMATIONS ONLY.
CHECK THE REASONABLENESS OF THE ENVELOPES COMPUTED FOR THE 0-2 HOUR VALUES. FOR ANY FAULTY ENVELOPES, ADJUST THE ABOVE VALUES.
LM-0641, Rcvision 0, Attachment I, Page 66 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE S SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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=2926 . SQ. METERS A 1.6 0.25 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 4.18 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 1.33 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 B 1.6 0.34 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 2.46 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.23 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.05 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 C 1.6 0.30 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 2.56 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 1.18 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.05 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 D 1.6 10.03 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 18.64 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 9.84 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 1.08 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 11.56 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 9.94 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 2.16 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.25 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 F 1.6 8.36 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 0.79 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 8.7 0.05 2043. 0. 0. 70.5 22.6 70.5 2.313E-05 1.459E-05 1.459E-05 F 11.2 0.10 2043. 0. 0. 70.5 22.6 70.5 1.783E-05 1.125E-05 1.125E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 13.08 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.20 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 LM-0641, Revision 0, Attachment 1,Page 67 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
S SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 2.946E-05 1.957E-05 1.889E-05 1.459E-05 0.004 0.007 13.090 13.287 21.648 22.435 33.994 43.929 53.963 54.012 0.00020 0.00033 0.62585 0.63526 1.03504 1.07266 1.62529 2.10032 2.58004 2.58240 1.214E-05 1.125E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.053E-06 2.244E-06 56.176 56.274 74.916 75.162 75.457 85.294 86.376 88.933 89.278 90.458 2.68587 2.69057 3.58183 3.59359 3.60770 4.07802 4.12976 4.25204 4.26850 4.32494 1.516E-06 1.425E-06 8.549E-07 5.776E-07 5.556E-07 2.593E-07 1.556E-07 90.507 92.967 94.196 94.245 94.491 98.672 100.000 4.32729 4.44487 4.50366 4.50602 4.51778 4.71766 4.78116 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( 3)= 1.034 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.577 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)= 3.579 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.075 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.249 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 1 1 -7.40531 -11.64880 -0.91990 1 2 -9.35122 -15.94494 -2.63998 1 3 -9.83646 -16.39814 -2.83584 1 4 -10.87710 -18.55540 -3.94391 1 5 -11.44918 -25.41537 -7.75114 1 6 -11.91217 -63.96977 -29.88225 1 7 -12.49637 NUMXQ(K)- 7 1.823E-04 0.048 1.000 LM-0641, Revision 0, Attachment I, Page 68 of 124
1.356E-04 0.143 3.000 1.170E-04 0.239 5.000 9.471E-05 0.478 10.000 7.639E-05 0.717 15.000 5.783E-05 0.956 20.000 4.578E-05 1.195 25.000 3.744E-05 1.434 30.000 3.146E-05 1.673 35.000 2.698E-05 1.912 40. 000 2.349E-05 2.152 45.000 2.071E-05 2.391 50.000 1.828E-05 2.630 55.000 1.575E-05 2.8 69 60.000 1.371E-05 3.108 65.000 1.203E-05 3.347 70.000 1.062E-05 3.586 75.000 8.443E-06 3.825 80.000 6.792E-06 4.064 85.000 9.337E-05 0.5 10.46 ANNUAL AVERAGE = 7.73E-07 K- 1 FIVEXQ(K)3 9.337E-05 FIVEPR(K)310.458 LM-0641, Revision 0, Attachment 1, Page 69 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSW SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY '* 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=2926.SQ.METERS A 1.6 0.30 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 3.22 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 0.77 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 B 1.6 0.24 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 1.91 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 0.66 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.12 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 C 1.6 0.42 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 2.56 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 0.54 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 D 1.6 12.34 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 17.16 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 6.91 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 0.12 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 14.18 2043. 0. 0. 102.1 34.8 189.7 2. 946E-05 4.336E-05 2.946E-05 E 3.5 10.91 2043. 0. 0. 102.1 34.8 133.2 1. 957E-05 2.024E-05 1. 957E-05 E 5.8 1.43 2043. 0. 0. 102.1 34.8 103.3 1.51SE-05 1.214E-05 1.214E-05 E 8.7 0.06 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 F 1.6 11.02 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 2.15 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 5.8 0.06 2043. 0. 0. 70.5 22.6 71.5 3.374E-05 2.159E-05 2.159E-05 F 11.2 0.18 2043. 0. 0. 70.5 22.6 70.5 1.783E-05 1.125E-05 1.125E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 12.39 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.36 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 LM-0641, Revision 0, Attachment I, Page 70 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSW SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 2.946E-05 2.159E-05 1.957E-05 1.889E-05 0.004 0.007 12.402 12.760 23.784 25.929 40.112 40.171 51.076 63.411 0.00016 0.00028 0.48942 0.50353 0.93858 1.02324 1.58292 1.58527 2.01562 2.50240 1.214E-05 1.125E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.053E-06 2.244E-06 64.842 65.020 82.182 82.242 82.659 89.572 89.691 92.253 92.492 93.028 2.55884 2.56589 3.24316 3.24551 3.26197 3.53476 3.53946 3.64058 3.64999 3.67115 1.425E-06 8.549E-07 5.776E-07 5.556E-07 2.593E-07 1.556E-07 94.935 95.590 95.710 96.007 99.225 100.000 3.74640 , 3.77227 3.77698 3.78873 3.91572 3.94629 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( 3)- 0.937 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.500 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 3.240 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 3.532 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 3.637 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 2 1 -7.40531 -11.76805 -0.93544 2 2 -9.35122 -14.72830 -2.08122 2 3 -9.83646 -16.10040 -2.66497 2 4 -10.87710 -20.76732 -5.04607 2 5 -11.44918 -33.49724 -11.93973 2 6 -11.91217 -90.58685 -43.51872 2 7 -12.49637 NUMXQ(K)- 7 1.790E-04 0.039 1.000 LM-0641, Revision 0, Attachment 1, Page 71 of 124
1.331E-04 0.118 3.000 1.149E-04 0.197 5.000 9.303E-05 0.395 10. 000 7.566E-05 0.592 15.000 6.106E-05 0.789 20.000 5.088E-05 0.987 25.000 4.232E-05 1.184 30.000 3.609E-05 1.381 35.000 3.136E-05 1.579 40.000 2.764E-05 1.776 45.000 2.464E-05 1.973 50.000 2.217E-05 2.170 55.000 2.011E-05 2.368 60.000 1.790E-05 2.565 65.000 1.523E-05 2.762 70. 000 1.308E-05 2.960 75.000 1.132E-05 3.157 80.000 8.899E-06 3.354 85.000 6.105E-06 3.552 90.000 8.553E-05 0.5 12.67 ANNUAL AVERAGE = 7.03E-07 K- 2 FIVEXQ(K)- 8.553E-05 FIVEPR (K)-12.670 LM-0641, Revision 0, Attachment I, Page 72 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 EFFF 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'2926.SQ.METERS 1.6 0.34 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 3.4 1.67 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 5.7 0.20 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 1.6 0.39 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 3.4 1.33 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 5.7 0.49 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 1.6 0.64 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 3.4 1.67 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 5.7 0.54 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 1.6 14.91 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 3.4 25.00 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 5.7 7.18 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 8.5 0.89 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 1.6 13.04 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 3.5 9.35 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 5.8 0.49 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 8.7 0.10 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 1.6 8.81 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 3.5 1.03 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 1.6 11. 81 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.10 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 LM-0641, Revision 0, Attachment I, Page 73 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SW SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 2.946E-05 1.957E-05 1.889E-05 1.214E-05 0.004 0.007 11.817 11.915 20.724 21.757 34.798 44.147 59.058 59.550 0.00018 0.00032 0.56471 0.56941 0.99035 1.03974 1.66291 2.10972 2.82226 2.84577 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.053E-06 2.244E-06 1.425E-06 8.549E-07 84.548 84.647 85.286 92.471 93.357 95.030 95.424 95.965 97.294 97.786 4.04039 4.04510 4.07567 4.41900 4.46133 4.54129 4.56010 4.58597 4.64946 4.67298 5.556E-07 2.593E-07 1.556E-07 98.130 99.803 100.000 4.68944 4.76939 4.77880 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( 3)- 0.989 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)= 2.820 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.037 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.415 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.538 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 3 1 -7.40531 -11.69869 -0.92643 3 2 -9.35122 -15.39444 -2.38497 3 3 -9.83646 -15.57757 -2.46355 3 4 -10.87710 -17.63166 -3.54011 3 5 -11.44918 -30.68999 -11.01737 3 6 -11.91217 -88.78957 -45.10571 3 7 -12.49637 NUMXQ(K)- 7 1.772E-04 0.048 1.000 LM-0641, Revision 0, Attachment I, Page 74 of 124
1.315E-04 0.143 3.000 1.134E-04 0.239 5.000 9.165E-05 0.478 10.000 7.097E-05 0.717 15.000 5.519E-05 0.956 20.000 4.487E-05 1.195 25.000 3.768E-05 1.434 30.000 3.240E-05 1.673 35.000 2.834E-05 1.912 40.000 2.514E-05 2.150 45.000 2.253E-05 2.389 50.000 2.038E-05 2.628 55.000 1.843E-05 2.867 60.000
- 1. 627E-05 3.106 65.000 1.447E-05 3.345 70.000 1.296E-05 3.584 75.000 1.167E-05 3.823 80.000 1.037E-05 4.062 85.000 7.723E-06 4.301 90.000 9.034E-05 0.5 10.46 ANNUAL AVERAGE - 8.24E-07 K- 3 FIVEXQ(K)= 9.034E-05 FIVEPR(K)=10.463 LM-0641, Revision 0, Attachment I, Page 75 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE WSW SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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-2926.SQ.METERS A 1.6 0.04 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 0.62 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 0.35 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 0.15 2043. 0. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 B 1.6 0.23 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 1.12 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 0.66 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.04 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 C 1.6 0.43 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 2.32 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 1.43 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.12 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 D 1.6 9.40 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 30.99 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 12.80 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 1.12 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 D 11.0 0.08 2043. 0. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 10.02 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 12.26 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 1.20 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.12 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 25.7 0.04 2043. 0. 0. 102.1 34.8 102.1 3.482E-06 2.759E-06 2.759E-06 F 1.6 6.73 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 1.24 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 5.80 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.66 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.04 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Revision 0, Attachment I, Page 76 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WSW SECTOR BOUNDARY DISTANCE - 2043.0 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= 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 1.957E-05 1.889E-05 0.002 0.004 5.807 6.464 13.195 14.433 14.472 24.491 36.753 46.153 0.00011 0.00025 0.35299 0.39297 0.80215 0.87740 0.87976 1.48882 2.23428 2.80573 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.494E-06 3.053E-06 2.759E-06 47.352 78.337 78.453 78.879 91.683 92.805 95.126 95.203 95.435 95.474 2.87863 4.76227 4.76932 4.79519 5.57358 5.64177 5.78287 5.78757 5.80168 5.80403 2.244E-06 1.516E-06 1.425E-06 8.549E-07 5.776E-07 5.556E-07 2.593E-07 1.556E-07 1.051E-07 96.905 97.021 98.143 98.801 98.840 98.878 99.497 99.845 100.000 5.89104 5.89810 5.96629 6.00627 6.00862 6.01098 6.04860 6.06977 6.07917 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 CIII/Q IS EQUALED OR EXCEEDED CIII/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( 3)- 0.801 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.803 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.759 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 5.570 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 5.779 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 4 1 -7.40531 -11.92613 -0.95565 4 2 -9.35122 -13.92216 -1.69646 4 3 -9.83646 -14.87114 -2.09050 4 4 -10.87710 -15.39645 -2.36545 4 5 -11.44918 -21.51330 -6.03104 4 6 -11.91217 -62.57862 -31.82662 4 7 -12.49637 NUMXQ(K)= 7 1.457E-04 0.061 1.000 LM-0641, Revision 0, Attachment 1, Page 77 of 124
1.065E-04 0.182 3.000 9.106E-05 0.304 5.000 6.331E-05 0.608 10.000 4 .845E-05 0.912 15.000 3.860E-05 1.216 20.000 3.217E-05 1.520 25.000 2.760E-05 1.824 30.000 2.417E-05 2.128 35.000 2.148E-05 2.432 40. 000 1.933E-05 2.736 45.000 1.738E-05 3.040 50.000 1.572E-05 .3.344 55.000 1.432E-05 3.648 60.000 1.313E-05 3.951 65.000 1.209E-05 4.255 70.000 1.120E-05 4.559 75.000 1.003E-05 4.863 80.000 8.398E-06 5.167 85.000 7.090E-06 5.471 90.000 7.108E-05 0.5 8.22 ANNUAL AVERAGE - 8.07E-07 K= 4 FIVEXQOK)- 7.108E-05 FIVEPR(K)- 8.225 LM-0641, Revision 0, Attachment I, Page 78 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 EFEF 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-2926.SQ.METERS A 1.6 0.05 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 0.19 2043. 0. 0. 357.1 1000.0 357.1 2. 600E-07 2.593E-07 2.593E-07 A 5.7 0.29 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 0.38 2043. 0. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 B 1.6 0.19 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 0.91 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.15 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.24 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 C 1.6 0.29 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 2.34 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 2.24 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.05 2043. 0. 0. 203.9 117.1 203.9 1. 575E-06 1.516E-06 1.516E-06 D 1.6 8.45 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 22.92 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 17.29 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 3.92 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 D 11.0 0.05 2043. 0. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 D 25.1 0.05 2043. 0. 0. 143.6 51.3 143.6 1.717E-06 1.525E-06 1.525E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 8.83 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 11.17 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 4.20 2043. 0. 0. 102.1 34.8 103.3 1.51SE-05 1.214E-05 1.214E-05 E 8.7 0.57 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 F 1.6 5.87 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 1.81 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 5.49 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.76 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.29 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Rcvision 0, Attachment I, Page 79 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
W SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 1. 957E-05 1.889E-05 0.002 0.004 5.495 6.260 12.133 13.948 14.234 23.069 34.243 42. 696 0.00009 0.00019 0.27062 0.30825 0.59750 0.68686 0.70097 1.13601 1.68629 2.10253 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.494E-06 3.053E-06 2.244E-06 46.898 69.820 70.393 70.679 87.966 91.882 94.222 94.270 94.461 96.705 2.30947 3.43824 3.46646 3.48057 4.33186 4.52469 4.63992 4.64227 4. 65168 4.76220 1.525E-06 1.516E-06 1.425E-06 8.549E-07 5.776E-07 5.556E-07 2.593E-07 1.556E-07 1. 051E-07 96.753 96.800 97.708 98.854 99.093 99.140 99.331 99.618 100.000 4.76455 4.76691 4.81159 4.86802 4.87978 4.88213 4.89154 4.90565 4. 92446 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( 3)- 0.597 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.100 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 3.435 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.328 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.636 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 5 1 -7.40531 -12.05442 -0.97176 5 2 -9.35122 -14.39282 -1.81237 5 3 -9.83646 -15.28032 -2.16539 5 4 -10.87710 -16.33633 -2.68470 5 5 -11.44918 -19.35717 -4.34417 5 6 -11.91217 -42.62115 -17.91875 5 7 -12.49637 NUMXQ(K)- 7 1.430E-04 0.049 1.000 LM-0641, Revision 0, Attachment I, Page 80 of 124
1.046E-04 0.148 3.000 8.947E-05 0.24 6 5.000 6.042E-05 0.4 92 10.000 4.538E-05 0.739 15.000 3.609E-05 0.985 20.000 3.004E-05 1.231 25.000 2.575E-05 1.477 30.000 2.253E-05 1.724 35.000 2.002E-05 1.970 40.000 1.780E-05 2.216 45.000 1.580E-05 2.4 62 50.000 1.415E-05 2.708 55.000 1.278E-05 2.955 60.000 1.162E-05 3.201 65.000 1.060E-05 3.447 70.000 9.254E-06 3.693 75.000 8.133E-06 3.940 80.000 7.195E-06 4.186 85.000 5.528E-06 4.432 90.000 5.98SE-05 0.5 10.15 ANNUAL AVERAGE - 6.03E-07 KX 5 FIVEXQ(K)- 5.985E-05 FIVEPR(K)-10.153 LM-0641, Revision 0, Attachment I, Page 81 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 DISTANCEE 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-2926.SQ.METERS A 1.6 0.09 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 0.87 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 0.79 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 B 1.6 0.17 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 1.40 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.22 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.17 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 C 1.6 0.35 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 1.40 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 1.13 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.09 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 D 1.6 11.34 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 24.43 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 10.03 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 0.70 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 D 11.0 0.09 2043. 0. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 12.74 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4 .336E-05 2.946E-05 E 3.5 11.95 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 4.62 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.79 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 F 1.6 7.94 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 2.18 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 5.8 0.09 2043. 0. 0. 70.5 22.6 71.5 3.374E-05 2.159E-05 2.159E-05 F 8.7 0.09 2043. 0. 0. 70.5 22.6 70.5 2.313E-05 1.459E-05 1.459E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 4.62 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1. 183E-04 8.686E-05 G 3.5 0.61 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.09 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Revision 0, Attachment 1, Page 82 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
WNW SECTOR BOUNDARY DISTANCE = 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.159E-05 1.957E-05 0.001 0.004 4.629 5.240 13.180 15.361 15.449 28.188 28.275 40.230 0.00004 0.00012 0.12475 0.14122 0.35521 0.41400 0.41635 0.75969 0.76204 1.08421 1.889E-05 1.459E-05 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.494E-06 51.573 51.660 56.285 80.716 81.502 81.851 91.885 92.583 93.979 94.067 1.38992 1.39227 1.51691 2.17536 2.19653 2.20593 2.47637 2.49518 2.53281 2.53516 3.053E-06 2.244E-06 1.516E-06 1.425E-06 8.549E-07 5.776E-07 5.556E-07 2.593E-07 1.556E-07 94.241 95.375 95.463 96.859 98.080 98.255 98.342 99.215 100.000 2.53986 2.57043 2.57278 2.61041 2.64333 2.64804 2.65039 2.67390 2.69507 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)- 0.125 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)= 0.355 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.388 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)= 2.173 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 2.474 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 2.530 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 6 1 -7.40531 -12.42703 -1.01705 6 2 -9.35122 -13.77208 -1.46180 6 3 -9.83646 -15.53401 -2.11624 6 4 -10.87710 -17.82015 -3.15513 6 5 -11.44918 -28.51271 -8.45045 6 6 -11.91217-130.91840 -60.57977 6 7 -12.49637 NUMXQ(K)- 7 LM-0641, Revision 0, Attachment I, Page 83 of 124
1.354E-04 0.027 1.000 9.902E-05 0.081 3.000 8.394E-05 0.135 5.000 6.106E-05 0.270 10.000 4.877E-05 0.404 15.000 3.958E-05 0.539 20. 000 3.350E-05 0.674 25.000 2.914E-05 0.809 30.000 2.583E-05 0.943 35.000 2.323E-05 1.078 40.000 2.112E-05 1.213 45.000 1.938E-05 1.348 50.000 1.744E-05 1.482 55.000 1.563E-05 1.617 60.000 1.412E-05 1.752 65.000 1.284E-05 1.887 70.000 1.174E-05 2.021 75.000 1.078E-05 2.156 80.000 8.871E-06 2.291 85.000 7.229E-06 2.426 90.000 4.182E-05 0.5 18.55 ANNUAL AVERAGE - 3.75E-07 K- 6 FIVEXQ(K)- 4.182E-05 FIVEPR(K)=18.552 LM-0641, Revision 0, Attachment 1,Page 84 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE NW SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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-2926 . SQ. METERS A 1.6 0.10 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 0.81 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 0.81 2043. 0. 0. 357.1 1000.0 357.1 1. 560E-07 1.556E-07 1.556E-07 B 1.6 0.10 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 0.61 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 0.30 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 C 1.6 0.51 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 3.45 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 0.41 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.10 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 D 1.6 12.08 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 22.94 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 6.19 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 0.81 2043. 0. 0. 143.6 51.3 143.6 5.10SE-06 4.533E-06 4.533E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 11.37 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 20.91 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 3.15 2043. 0. 0. 102.1 34.8 103.3 1.51SE-OS 1.214E-05 1.214E-05 E 8.7 1.32 2043. O.- 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 11.2 0.30 2043. 0. 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 E 25.7 0.20 2043. 0. 0. 102.1 34.8 102.1 3.482E-06 2.759E-06 2.759E-06 F 1.6 6.50 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 1.12 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 5.8 0.10 2043. 0. 0. 70.5 22.6 71.5 3.374E-05 2.159E-05 2.159E-05 F 8.7 0.10 2043. 0. 0. 70.5 22.6 70.5 2.313E-05 1.459E-05 1.459E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 4.37 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 3.5 1.22 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.10 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Revision 0, Attachment 1, Page 85 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NW SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.159E-05 1.957E-05 0.001 0.004 4.369 5.588 12.085 13.201 13.303 24.673 24.775 45. 687 0.00003 0.00009 0.10121 0.12943 0.27993 0.30580 0.30815 0.57153 0.57389 1.05832 1.889E-05 1.459E-05 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 6.324E-06 4.533E-06 3.740E-06 57.768 57.870 61.017 83.960 85.280 85.787 91.980 92.285 93.097 96. 548 1.33816 1.34051 1.41341 1.94488 1.97545 1.98721 2.13065 2.13771 2.15652 2.23648 3.053E-06 2.759E-06 2.244E-06 1.516E-06 1.425E-06 8.549E-07 5.556E-07 2.593E-07 1.556E-07 96.650 96.853 97.259 97.361 97.970 98.274 98.376 99.188 100.000 2.23883 2.24353 2.25294 2.25529 2.26940 2.27645 2.27881 2.29762 2.31643 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)- 0.101 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 0.280 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.337 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 1.943 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 2.128 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 2.234 K I XQSAVE(K,I) XQINT(KI) XQSLOP(KI) 71 -7.40531 -12.52744 -1.02892 72 -9.35122 -14.08882 -1.53472 73 -9.83646 -15.02822 -1.87376 74 -10.87710 -19.34399 -3.82184 75 -11.44918 -36.75828 -12.25201 76 -11.91217 -70.28531 -28.78473 77 -12.49637 NUMXQ(K)- 7 LM-0641, Revision 0, Attachment I, Page 86 of 124
1.330E-04 0.023 1.000 9.727E-05 0.069 3.000 8.165E-05 0.116 5.000 5.872E-05 0.232 10.000
- 4. 680E-05 0.347 15.000 3.901E-05 0.4 63 20.000 3.374E-05 0.579 25.000 2.988E-05 0.695 30.000 2.692E-05 0.811 35.000 2.454E-05 0.927 40. 000 2.260E-05 1.042 45.000 2.097E-05 1.158 50.000 1.957E-05 1.274 55.000 1.785E-05 1.390 60.000 1.582E-05 1.506 65.000 1.413E-05 1.622 70.000 1.271E-05 1.737 75.000
- 1. 150E-05 1.853 80.000 1.002E-05 1.969 85.000 7.496E-06 2.085 90.000 3.713E-05 0.5 21.58 ANNUAL AVERAGE = 3.17E-07 K- 7 FIVEXQ(K)= 3.713E-05 FIVEPR(K)-21.585 LM-0641, Revision 0, Attachment I, Page 87 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/N CALCULATIONS FOR THE NNW SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EF1F 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-2926.SQ.METERS A 3.4 0.52 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 0.75 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 B 3.4 1.27 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 0.45 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 C 1.6 0.60 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 1.72 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 0.67 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.22 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 D 1.6 7.20 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 24.44 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 12.82 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 1.35 2043. 0. 0. 143.6 51.3 143 . 6 5.105E-06 4.533E-06 4.533E-06 D 11.0 0.07 2043. 0. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 10.64 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 18.74 2043. 0. 0. 102.1 34.8 133.2 1. 957E-05 2.024E-05 1.957E-05 E 5.8 5.02 2043. 0. 0. 102.1 34.8 103.3 1. 515E-05 1.214E-05 1.214E-05 E 8.7 2.32 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 11.2 0.37 .2043. 0. 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 F 1.6 4.95 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 1.42 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 25.7 0.07 2043. 0. 0. 70.5 22.6 70.5 7.779E-06 4.907E-06 4.907E-06 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 2.92 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1. 183E-04 8.686E-05 G 3.5 0.90 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5. 523E-05 G 5.8 0.52 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Revision 0, Attachmcnt I, Page 88 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNW SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D= 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 1.957E-05 1.889E-05 0.001 0.003 2.927 3.826 8.774 10.198 10.723 21.367 40.107 47.303 0.00003 0.00011 0.09182 0.12004 0.27524 0.31993 0.33639 0.67032 1.25822 1.48397 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 6.324E-06 4.907E-06 4.533E-06 3.740E-06 3.494E-06 52.325 76.762 79.086 79.686 92.504 92.879 92.954 94.303 96.027 96.102 1.64153 2.40816 2.48106 2.49987 2.90200 2.91375 2.91611 2.95844 3.01252 3.01487 2.244E-06 1.516E-06 1.425E-06 8.549E-07 2.593E-07 1.556E-07 96.777 97.002 98.276 98.726 99.250 100.000 3.03604 3.04309 3.08307 3.09718 3.11364 3.13716 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)= 0.092 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)= 0.275 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.482 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 2.406 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)= 2.899 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 2.911 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 8 1 -7.40531 -12.57410 -1.03437 8 2 -9.35122 -13.80439 -1.42923 8 3 -9.83646 -14.63974 -1.73012 8 4 -10.87710 -17.14719 -2.88309 8 5 -11.44918 -22.81040 -5.74856 8 6 -11.91217 -75.00739 -33.28127 8 7 -11.97121 NUMXQ(K)- 7 LM-0641, Revision 0, Attachment 1,Page 89 of 124
1.189E-04 0.031 1.000 8.596E-05 0.094 3.000 6.896E-05 0.157 5.000 4.965E-05 0.314 10.000 3.922E-05 0.471 15.000 3.296E-05 0.627 20.000 2.870E-05 0.784 25.000 2.555E-05 0.941 30.000 2.311E-05 1.098 35. 000 2.115E-05 1.255 40.000 1.954E-05 1.412 45.000 1.772E-05 1.569 50.000 1.587E-05 1.725 55.000 1.433E-05 1.882 60.000 1.303E-05 2.039 65.000 1.192E-05 2.196 70.000 1.097E-05 2.353 75.000 9.631E-06 2.510 80.000 8.290E-06 2.667 85.000 7.188E-06 2.823 90.000 3.783E-05 0.5 15.94 ANNUAL AVERAGE - 3.68E-07 K- 8 FIVEXQ(K)- 3.783E-05 FIVEPR(K)-15.938
/
LM-0641, Rcvision 0, Attachment I, Page 90 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 EFEF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** CHI/N VALUES (SEC/CUBIC METER)
CLASS METER/SEC PERCENT METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED AT 10.0 METERS CA-2926.SQ.METERS A 3.4 1.90 2043. 0. 0. 357.1 1000. 0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 3.22 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 0.32 2043. 0. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 A 11.0 0.09 2043. 0. 0. 357.1 1000.0 357.1 8.124E-08 8.103E-08 8.103E-08 B 1.6 0.14 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 1.68 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.31 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.27 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 C 1.6 0.36 '2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 2.13 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 1.63 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.54 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 C 11.0 0.05 2043. 0. 0. 203.9 117.1 203.9 1.214E-06 1.169E-06 1.169E-06 D 1.6 5.58 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 20.08 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 13.28 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 1.45 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 8.75 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 22.08 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 4.71 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.36 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 11.2 0.05 2043. 0. 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 F 1.6 3.31 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 2.13 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 5.8 0.09 2043. 0. 0. 70.5 22.6 71.5 3.374E-05 2.159E-05 2.159E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 3.26 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.73 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.45 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 G 8.7 0.05 2043. 0. 0. 48.6 14.6 48.6 5.167E-05 2.239E-05 2.239E-05 LM-0641, Revision 0, Attachmcnt I, Page 91 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
N SECTOR BOUNDARY DISTANCE = 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.239E-05 2. 159E-05 0.001 0.003 3.267 3.992 7.301 9.432 9.885 18.633 18. 679 18.769 0.00005 0.00016 0.16947 0.20710 0.37877 0.48929 0.51281 0.96667 0.96902 0.97373 1.957E-05 1.889E-05 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 6.324E-06 4. 533E-06 3.740E-06 40.845 46.420 51.135 71.216 71.578 71.941 85.223 85.268 86.718 88. 849 2.11896 2.40821 2.65278 3.69454 3.71336 3.73217 4.42119 4.42354 4.4 9879 4. 60932 3.053E-06 2.244E-06 1.516E-06 1.425E-06 1.169E-06 8.549E-07 5.776E-07 2.593E-07 1.556E-07 1.051E-07 88.985 90.617 91.161 92.838 92.883 94.198 94.470 96.374 99.592 99.909 4.61637 4.70103 4.72925 4.81626 4.81861 4.88681 4.90092 4.99969 5.16665 5.18311 8.103E-08 100.000 5.18782 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 TIIE TOTAL TIME INTO THIS SECTOR ONLY HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 2.406 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 3.691 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.418 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)= 4.606 K I XQSAVE (K, I) XQINT(K, I) XQSLOP(K, I) 9 1 -7.40531 -12.27978 -0.99939 9 2 -9.35122 -14.03819 -1.59946 9 3 -10.87710 -16.87001 -3.03232 9 4 -11.44918 -21.35693 -5.54221 9 5 -11.91217 -62.18789 -29.50196 LM-0641, Revision 0, Attachment I, Page 92 of 124
9 6 -12.49637 NUMXQ(K)= 6 1.232E-04 0.052 1.000 8.918E-05 0.156 3.000 7.001E-05 0.259 5.000 4.830E-05 0.519 10.000 3.836E-05 0.778 15.000 3.235E-05 1.038 20.000 2.823E-0S 1.297 25.000 2.517E-05 1.556 30.000 2.279E-05 1.816 35.000 2.087E-05 2.075 40.000 1.929E-05 2.335 45.000 1.715E-05 2.594 50.000 1.513E-05 2.853 55.000 1.347E-05 3.113 60.000 1.209E-05 3.372 65.000 1.092E-05 3.631 70.000 9.341E-06 3.891 75.000 7.911E-06 4.150 80.000 6.754E-06 4.410 85.000 4.930E-05 0.5 9.64 ANNUAL AVERAGE - 5.49E-07 K- 9 FIVEXQ(K)- 4.930E-05 FIVEPR(K)- 9.638 LM-0641, Rcvision 0, Attachment I, Pagc 93 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 liT 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-2926.SQ.METERS 3.4 3.87 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 5.7 5.11 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 8.5 0.66 2043. 0. 0. 357.1 1000. 0 357.1 1.054E-07 1.051E-07 1.051E-07 I.1.0 0.04 2043. 0. 0. 357.1 1000.0 357.1 8.124E-08 8.103E-08 8.103E-08 1.6 0.08 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 3.4 3.13 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 5.7 2.22 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 8.5 0.16 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 1.1.0 0.04 2043. 0. 0. 268.5 239.2 268.5 4.517E-07 4.452E-07 4.452E-07 1.6 0.54 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 3.4 3.38 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 5.7 2.43 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 8.5 0.12 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 3.1.0 0.04 2043. 0. 0. 203.9 117.1 203.9 1.214E-06 1.169E-06 1.169E-06 1.6 6.01 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 3.4 17.13 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 5.7 7.21 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 8.5 1.52 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 3.1.0 0.04 2043. 0. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 1.6 11.74 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 3.5 17.13 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 5.8 3.62 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 8.7 0.25 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 F 1.6 5.19 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 4.78 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 2.68 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.54 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.25 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 G 8.7 0.08 2043. 0. 0. 48.6 14.6 48.6 5.167E-05 2.239E-05 2.239E-05 LM-0641, Revision 0, Attachment I, Page 94 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NNE SECTOR BOUNDARY DISTANCE = 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.239E-05 1.957E-05 0.001 0.004 2.681 3.216 . 8.405 13.183 13.430 25.167 25.250 42.383 0.00005 0.00020 0.15306 0.18363 0.47993 0.75272 0.76683 1.43704 1.44174 2.42001 1.889E-05 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.494E-06 3.053E-06 48.396 52.020 69.153 69.400 69.935 77.142 78.666 82.043 82.085 82.167 2.76335 2.97029 3.94856 3.96267 3.99324 4.40477 4.49178 4.68462 4.68697 4.69167 2.244E-06 1.516E-06 1.425E-06 1.169E-06 8.549E-07 5.776E-07 4.452E-07 2.593E-07 1.556E-07 1.051E-07 84.597 84.720 87.850 87.892 90.116 90.280 90.322 94.193 99.300 99.959 4.83042 4.83747 5.01619 5.01854 5.14553 5.15494 5.15729 5.37834 5.66994 5.70757 8.103E-08 100.000 5.70992 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)- 0.153 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 0.479 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.435 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 2.761 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 3.945 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.401 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 4.681 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 10 1 -7.40531 -12.32866 -1.00526 10 2 -9.35122 -13.21999 -1.30620 LM-0641, Revision 0, Attachment I, Page 95 of 124
10 3 -9.83646 -13.66871 -1.47942 10 4 -10.43252 -14.03078 -1.64495 10 5 -10.87710 -17.72700 -3.57287 10 6 -11.44918 -27.34744 -9.04812 10 7 -11.91217 -45.91876 -19.93459 10 8 -12.49637 NUMXQ(K)- 8 1.164E-04 0.057 1.000 8.300E-05 0.171 3.000 6.711E-05 0.285 5.000 4.890E-05 0.571 10.000 3.942E-05 0.856 15.000 3.361E-05 1.142 20.000 2.957E-05 1.427 25.000 2.625E-05 1.713 30.000 2.367E-05 1.998 35.000 2.160E-05 2.284 40.000 1.989E-05 2.569 45.000 1.795E-05 2.855 50.000 1.545E-05 3.140 55.000 1.344E-05 3.426 60.000 1.180E-05 3.711 65.000 1.013E-05 3.997 70.000 7.565E-06 4.282 75. 000 4.755E-06 4.568 80.000 5.236E-05 0.5 8.76 ANNUAL AVERAGE 6 .39E-07 K- 10 FIVEXQ(K)= 5.236E-05 FIVEPR(K)- 8.757 LM-0641, Revision 0, Attachment I, Page 96 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 liT 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-2926.SQ.METERS A 1.6 0.14 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 8.27 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 3.22 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 0.28 2043. 0. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 B 1.6 0.47 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 3.41 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 0.93 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 C 1.6 1.03 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 3.92 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 1.07 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.09 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 D 1.6 7.29 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 13.45 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 2.48 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 0.23 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 17.61 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 13.78 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1. 957E-05 E 5.8 1.40 -2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.23 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 F 1.6 10.04 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 3.32 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 5.8 0.14 2043. 0. 0. 70.5 22.6 71.5 3.374E-05 2.159E-05 2.159E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 6.21 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.79 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.19 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Revision 0, Attachment I, Page 97 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
NE SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.159E-05 1.957E-05 0.002 0.006 6.218 7.012 17.053 20.369 20.556 38.163 38.304 52.081 0.00010 0.00030 0.31307 0.35304 0.85864 1.02561 1.03501 1.92157 1.92863 2.62235 1.889E-05 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.053E-06 2.244E-06 59.367 60.768 74.219 74.453 75.480 77.956 78.189 82.112 82.579 83.653 2.98920 3.05975 3.73702 3.74877 3.80051 3.92515 3.93690 4.13444 4.15795 4.21204 1.516E-06 1.425E-06 8.549E-07 5.556E-07 2.593E-07 1.556E-07 1.051E-07 83.747 87.156 88.090 88.230 96.497 99.720 100.000 4.21675 4.38841 4.43545 4.44250 4.85874 5.02100 5.03511 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( 3)- 0.858 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 1.920 IIANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 2.986 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 3.734 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 3.922 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)= 4.131 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 11 1 -7.40531 -11.98404 -0.96294 11 2 -9.35122 -13.13392 -1.38350 11 3 -9.83646 -14.37887 -1.90584 11 4 -10.43252 -15.33280 -2.36653 11 5 -10.87710 -21.61079 -5.70091 11 6 -11.44918 -47.93169 -20.46758 11 7 -11.91217 -54.47933 -24.18819 LM-0641, Revision 0, Attachment I, Page 98 of 124
11 8 -12.49637 NUMXQ(K)- 8 1.482E-04 0.050 1.000 1.086E-04 0.151 3.000 9.300E-05 0.252 5.000 6.958E-05 0.504 10.000 5.705E-05 0.755 15.000 4.776E-05 1.007 20.000 4.061E-05 1.259 25.000 3.545E-05 1.511 30.000 3.151E-05 1.762 35.000 2.814E-05 2.014 40.000 2.505E-05 2.266 45.000 2.253E-05 2.518 50.000 2.044E-05 2.769 55.000 1.839E-05 3.021 60.000 1.501E-05 3.273 65.000 1.241E-05 3.525 70.000 9.660E-06 3.776 75.000 5.017E-06 4.028 80.000 6.981E-05 0.5 9.93 ANNUAL AVERAGE - 7.57E-07 K- 11 FIVEXQ(K)- 6.981E-05 FIVEPR(K)- 9.930 LM-0641, Revision 0, Attachment I, Page 99 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE ENE SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** 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=2926.SQ.METERS A 1.6 0.56 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 8.49 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 5.00 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 0.44 2043. 0. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 B 1.6 0.48 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 3.28 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.52 2043. 0. 0. 268.5 239.2 268.5 8. 673E-07 8.549E-07 8.549E-07 B 8.5 0.08 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 C 1.6 1.04 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 3.72 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 1.48 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.04 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 D 1.6 7.77 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 12.61 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 3.48 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 0.68 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 16.09 2043. 0. 0. 102.1 34.8 189.7 2. 946E-05 4.336E-05 2.946E-05 E 3.5 11.21 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1. 957E-05 E 5.8 1.00 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.12 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 11.2 0.04 2043. 0. 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 F 1.6 11.77 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 1.48 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 6.56 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.96 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.08 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Rcvision 0, Attachmcnt I, Page 100 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ENE SECTOR BOUNDARY DISTANCE - 2043.0 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 Au 5851. D= 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 1.957E-05 1.889E-05 0.002 0.006 6.571 7.531 19.300 20.781 20.861 36.953 48.162 55.927 0.00012 0.00034 0.38600 0.44244 1.13382 1.22083 1.22553 2.17088 2.82933 3.28554 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 6.324E-06 4.533E-06 3.740E-06 3.053E-06 2.244E-06 56.928 69.537 69.657 70.698 74.181 74.221 74.901 78.624 79.104 80.586 3.34433 4.08509 4.09215 4.15329 4.35788 4.36023 4.40021 4.61891 4.64713 4.73414 1.516E-06 1.425E-06 8.549E-07 5.776E-07 5.556E-07 2.593E-07 1.556E-07 1.051E-07 80.626 83.908 85.429 85.509 86.070 94.556 99.560 100.000 4.73649 4.92932 5.01868 5.02339 5.05631 5.55485 5.84880 5.87467 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( 3)- 1.133 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)" 2.169 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)= 3.283 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 4.082 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 4.354 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 4.615 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 12 1 -7.40531 -11.88287 -0.95015 12 2 -9.35122 -12.70781 -1.25976 12 3 -9.83646 -15.07840 -2.29982 12 4 -10.43252 -15.44131 -2.47947 12 5 -10.87710 -21.45888 -5.74846 12 6 -11.44918 -38.04042 -15.27106 12 7 -11.91217 -48.11391 -21.15866 LM-064 1, Revision 0, Attachment I, Page 101 of 124
12 8 -12.49637 NUMXQ(K)- 8 1.508E-04 0.059 1.000 1.10SE-04 0.176 3.000 9.467E-05 0.294 5.000 7.241E-05 0.587 10.000 6.023E-05 0.881 15.000 5.182E-05 1.175 20.000 4.244E-05 1.469 25.000 3.589E-05 1.762 30.000 3.103E-05 2.056 35.000 2.712E-05 2.350 40.000 2.394E-05 2.644 45.000 2.136E-05 2.937 50.000 1.924E-05 3.231 55.000 1.574E-05 3.525 60.000 1.276E-05 3.819 65.000 1.017E-05 4.112 70.000 6.011E-06 4.406 75.000 7.772E-05 0.5 8.51 ANNUAL AVERAGE = 8.80E-07 K- 12 FIVEXQ(K)- 7.772E-05 FIVEPR(K)- 8.511 LM-0641, Revision 0, Attachment 1,Page 102 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 EFEF 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=2926.SQ.METERS A 1.6 0.49 2043. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 4.53 2043. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 3.49 2043. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 1.42 2043. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 A 11.0 0.11 2043. 0. 357.1 1000.0 357.1 8.124E-08 8.103E-08 8.103E-08 A 25.1 0.02 2043. 0. 357.1 1000.0 357.1 3.545E-08 3.536E-08 3.536E-08 B 1.6 0.47 2043. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 1.97 2043. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.99 2043. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.76 2043. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 B 11.0 0.15 2043. 0. 268.5 239.2 268.5 4.517E-07 4.452E-07 4.452E-07 B 25.1 0.08 2043. 0. 268.5 239.2 268.5 1. 971E-07 1.943E-07 1.943E-07 C 1.6 0.55 2043. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 2.63 2043. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 1.86 2043. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.83 2043. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 C 11.0 0.17 2043. 0. 203.9 117.1 203.9 1.214E-06 1.169E-06 1.169E-06 D 1.6 4.13 2043. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 10.63 2043. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 10.92 2043. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 4.78 2043. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 D 11.0 0.51 2043. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 D 25.1 0.02 2043. 0. 143.6 51.3 143.6 1.717E-06 1.525E-06 1.525E-06 E 0.2 0.00 2043. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 9.76 2043. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 E 3.5 11.86 2043. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 2.82 2043. 0. 102.1 34.8 103.3 1.51SE-05 1.214E-05 1.214E-05 E 8.7 0.42 2043. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 11.2 0.02 2043. 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 F 1.6 9.42 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 2.33 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 8.96 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 1.38 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.47 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 G 8.7 0.06 2043. 0. 0. 48.6 14.6 48.6 5. 167E-05 2.239E-05 2.239E-05 LM-0641, Revision 0, Attachment I, Page 103 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
E SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.239E-05 1.957E-05 0.003 0.005 8.961 10.337 19.758 22.087 22.553 32.313 32.377 44.233 0.00032 0.00056 0.99530 1.14815 2.19462 2.45330 2.50503 3.58913 3.59618 4.91308 1.889E-05 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 6.324E-06 4.533E-06 3.740E-06 3.494E-06 48.362 51.178 61.806 62.229 62.780 73.704 73.726 78.511 81.136 81.644 5.37165 5.68441 6.86492 6.91196 6.97310 8.18653 8.18888 8.72035 9.01194 9.06838 3.053E-06 2.244E-06 1.525E-06 1.516E-06 1.425E-06 1.169E-06 8.549E-07 5.776E-07 5.556E-07 4.452E-07 82.110 83.973 83.994 84.820 86.789 86.958 88.948 89.710 90.197 90.346 9.12012 9.32706 9.32941 9.42113 9.63983 9.65864 9.87969 9.96435 10.01844 10.03490 2.593E-07 1.943E-07 1.556E-07 1.051E-07 8.103E-08 3.536E-08 94.876 94.961 98.454 99.873 99.979 100.000 10.53814 10.54755 10.93556 11.09312 11.10488 11.10723 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( 3) 2.192 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 5.368 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 6.861 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 8.183 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 9.008 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 8)- 9.065 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 13 1 -7.40531 -11.42295 -0.88971 13 2 -9.35122 -12.96111 -1.55027 13 3 -9.83646 -15.01067 -2.56714 LM-0641, Revision 0, Attachment I, Page 104 of 124
13 4 -10.87710 -18.30784 -4.61484 13 5 -11.44918 -18.82119 -4.96025 13 6 -11.91217 -27.36904 -11.09707 13 7 -12.49637 -38.83990 -19.65592 13 8 -12.56450 NUMXQ(K)- 8 1.664E-04 0.111 1.000 1.223E-04 0.333 3.000 1.048E-04 0.555 5.000 8.146E-05 1.111 10.000 6.371E-05 1.666 15.000 5.277E-05 2.221 20.000 4.131E-05 2.777 25.000 3.359E-05 3.332 30.000 2.805E-05 3.888 35.000 2.390E-05 4.443 40.000 2.0 67E-05 4.998 45.000 1.750E-05 5.554 50.000 1.404E-05 6.109 55.000 1.144E-05 6.664 60.000 9.354E-06 7.220 65.000 7.698E-06 7.775 70.000 6.040E-06 8.330 75. 000 4.079E-06 8.886 80. 000 1.083E-04 0.5 4.50 ANNUAL AVERAGE - 1 .49E-06 K- 13 FIVEXQ(K)l 1.083E-04 FIVEPR(K)- 4.502 LM-0641, Rcvision 0, Attachment I, Pagc 105 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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-2926.SQ.METERS A 1.6 0.10 2043. 0. 0. 357.1 1000.0 357.1 5. 571E-07 5.556E-07 5.556E-07 A 3.4 2.79 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 3.74 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 2.05 2043. 0. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 A 11.0 0.18 2043. 0. 0. 357.1 1000.0 357.1 8.124E-08 8.103E-08 8.103E-08 B 1.6 0.18 2043. 0. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 3.4 1.60 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.83 2043. 0. 0. 268.5 239.2 268.5 8. 673E-07 8.549E-07 8.549E-07 B 8.5 1.26 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 B 11.0 0.06 2043. 0. 0. 268.5 239.2 268.5 4.517E-07 4.452E-07 4.452E-07 C 1.6 0.31 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 1.95 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 2.48 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 1.94 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 C 11.0 0.18 2043. 0. 0. 203.9 117.1 203.9 1.214E-06 1.169E-06 1.169E-06 C 25.1 0.01 2043. 0. 0. 203.9 117.1 203.9 5.299E-07 5.100E-07 5.100E-07 D 1.6 3.10 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 9.87 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 14.90 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 7.77 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 D 11.0 0.58 2043. 0. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 D 25.1 0.01 2043. 0. 0. 143.6 51.3 143.6 1.717E-06 1.525E-06 1.525E-06 E 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 E 1.6 6.86 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4 .336E-05 2.946E-05 E 3.5 12.50 2043. 0. 0. 102.1 34.8 133.2 1.957E-05 2.024E-05 1.957E-05 E 5.8 3.92 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.83 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 11.2 0.07 2043. 0. 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 F 1.6 6.65 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 2.84 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 5.8 0.10 2043. 0. 0. 70.5 22.6 71.5 3.374E-05 2.159E-05 2.159E-05 F 8.7 0.03 2043. 0. 0. 70.5 22.6 70.5 2.313E-05 1.459E-05 1.459E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 7.57 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 1.34 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.21 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 G 8.7 0.18 2043. 0. 0. 48.6 14.6 48.6 5.167E-05 2.239E-05 2.239E-05 G 11.2 0.01 2043. 0. 0. 48.6 14.6 48.6 3.983E-05 1.726E-05 1.726E-05 LM-0641, Revision 0, Attachment I, Page 106 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
ESE SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.239E-05 2. 159E-05 0.002 0.004 7.570 8.915 15.564 18.401 18.608 25.465 25.642 25.746 0.00038 0.00063 1.20466 1.41866 2.47688 2.92839 2.96131 4.05246 4.08068 4.09714 1.957E-05 1.889E-05 1.726E-05 1.459E-05 1.214E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 6. 324E-06 38.247 41.350 41.365 41.394 45.310 55.181 56.009 56.319 71.214 71.288 6.08661 6.58045 6.58280 6.58750 7.21068 8.78156 8.91325 8.96263 11.33306 11.34481 4.533E-06 3.740E-06 3.494E-06 3.053E-06 2.244E-06 1.525E-06 1.516E-06 1.425E-06 1.169E-06 8.54 9E-07 79.061 81.012 81.588 81.765 84.248 84.262 86.198 87.794 87.971 89.804 12.58176 12.89217 12.98389 13.01211 13.40718 13.40953 13.71759 13.97157 13.99978 14.29138 5.776E-07 5.556E-07 5.100E-07 4.452E-07 2.593E-07 1.556E-07 1.051E-07 8.103E-08 91.060 91.163 91.178 91.237 94.030 97.769 99.823 100.000 14.49127 14.50773 14.51009 14.51949 14.96395 15.55890 15.88578 15.91400 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( 3)- 2.474 11ANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 6.577 11ANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 11.331 11ANDC11ECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 12.580 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 12.891 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 14 1 -7.40531 -11.32966 -0.87693 14 2 -9.35122 -13.10395 -1.66338 14 3 -9.83646 -14.31664 -2.28072 14 4 -10.87710 -16.09855 -3.46229 LM-0641, Revision 0, Attachment 1,Page 107 of 124
14 5 -11.91217 -19.47693 -6.25635 14 6 -12.30422 -27.09479 -12.90097 14 7 -12.49637 NUMXQ(K)- 7 1.596E-04 0.159 1.000 1.166E-04 0.477 3.000 9.953E-05 0.796 5.000 7.245E-05 1.591 10.000 5.488E-05 2.387 15.000 4.166E-05 3.183 20.000 3.306E-05 3.979 25.000 2.717E-05 4.774 30.000 2.288E-05 5.570 35.000 1.963E-05 6.366 40.000 1.622E-05 7.161 45.000 1.337E-05 7.957 50.000 1.117E-05 8.753 55.000 9.444E-06 9.548 60.000 8.065E-06 10.344 65.000 6.948E-06 11.140 70.000 5.532E-06 11.936 75.000 4.130E-06 12.731 80.000 1.150E-04 0.5 3.14 ANNUAL AVERAGE - 1.80E-06 K- 14 FIVEXQ(K)- 1.150E-04 FIVEPR(K)= 3.142 LM-0641, Revision 0, Attachmcnt I, Page 108 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 IIT 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-2926.SQ.METERS 1.6 0.15 2043. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 3.4 1.51 2043. 0. 357.1 1000.0 357.1 2. 600E-07 2.593E-07 2.593E-07 5.7 3.59 2043. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 8.5 1.11 2043. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 11.0 0.15 2043. 0. 357.1 1000.0 357.1 8.124E-08 8.103E-08 8.103E-08 1.6 0.09 2043. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 3.4 1.28 2043. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 5.7 2.51 2043. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 8.5 0.94 2043. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 11.0 0.09 2043. 0. 268.5 239.2 268.5 4.517E-07 4.452E-07 4.452E-07 1.6 0.21 2043. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 3.4 1.53 2043. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 5.7 3.32 2043. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 8.5 2.34 2043. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 11.0 0.57 2043. 0. 203.9 117.1 203.9 1.214E-06 1.169E-06 1.169E-06 25.1 0.02 2043. 0. 203.9 117.1 203.9 5.299E-07 5.100E-07 5.100E-07 1.6 3.65 2043. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 3.4 10.99 2043. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 5.7 15.49 2043. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 8.5 10.56 2043. 0. 143.6 51.3 143.6 5.10SE-06 4.533E-06 4.533E-06 11.0 2.15 2043. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 25.1 0.09 2043. 0. 143.6 51.3 143.6 1.717E-06 1.525E-06 1.525E-06 0.2 0.00 2043. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 1.6 6.65 2043. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 3.5 9.71 2043. 0. 102.1 34.8 133.2 1. 957E-05 2.024E-05 1. 957E-05 5.8 4.21 2043. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 8.7 1.02 2043. 0. 102.1 34.8 102.1 1. 035E-05 8.204E-06 8.204E-06 11.2 0.09 2043. 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 F 1.6 6.67 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 1.83 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 8.7 0.19 2043. 0. 0. 70.5 22.6 70.5 2.313E-05 1.459E-05 1.459E-05 F 11.2 0.04 2043. 0. 0. 70.5 22.6 70.5 1.783E-05 1.125E-05 1.125E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 6.63 2043. 0. 0. 48.6 14.6 152.9 8.686E-05 1.183E-04 8.686E-05 G 3.5 0.51 2043. 0. 0. 48.6 14.6 77.9 7.962E-05 5.523E-05 5.523E-05 G 5.8 0.08 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Revision 0, Attachment I, Page 109 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SE SECTOR BOUNDARY DISTANCE = 2043.0 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- 5851. Da 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 1.957E-05 1.889E-05 0.002 0.004 6.634 7.144 13.811 15.643 15.719 22.368 32.077 35.722 0.00026 0.00045 0.82587 0.88936 1.71948 1.94759 1.95699 2.78476 3.99349 4.44735 1.459E-05 1.214E-05 1.125E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 6.324E-06 4.533E-06 3.740E-06 35.911 40.123 40.161 51.154 52.174 52.382 67.870 67.965 78.524 80.054 4.47087 4.99528 4.99998 6.36862 6.49561 6.52147 8.44980 8.46156 9.77611 9.96659 3.494E-06 3.053E-06 2.244E-06 1.525E-06 1.516E-06 1.425E-06 1.169E-06 8.549E-07 5.776E-07 5.556E-07 82.207 82.301 85.626 85.720 88.062 89.347 89.913 92.426 93.370 93.521 10.23467 10.24643 10.66031 10.67207 10.96367 11.12358 11.19413 11.50689 11.62447 11.64329 5.100E-07 4.452E-07 2.593E-07 1.556E-07 1.051E-07 8.103E-08 93.540 93.635 95.146 98.734 99.849 100.000 11.64564 11.65740 11.84553 12.29233 12.43108 12.44989 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( 3)- 1.718 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 4.444 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 8.446 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 9.773 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 7)- 10.232 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 15 1 -7.40531 -11.51394 -0.90199 15 2 -9.35122 -13.47995 -1.72195 15 3 -9.83646 -15.14787 -2.51022 15 4 -10.87710 -16.28429 -3.17817 LM-0641, Revision 0, Attachment I, Page 110 of 124
15 5 -11.91217 -18.56462 -4.83578 15 6 -12.30422 -25.19530 -9.95758 15 7 -12.56450 NUMXQ(K)= 7 1.529E-04 0.124 1.000 1.116E-04 0.373 3.000 9.522E-05 0.622 5.000 6.659E-05 1.245 10.000 4.915E-05 1.867 15.000 3.634E-05 2.490 20.000 2.847E-05 3.112 25.000 2.316E-05 3.735 30.000 1.935E-05 4.357 35.000 1.590E-05 4.980 40.000 1.323E-05 5.602 45.000 1.118E-05 6.225 50.000 9.572E-06 6.847 55.000 8.281E-06 7.470 60.000 7.227E-06 8.092 65.000 6.181E-06 8.715 70.000 5.136E-06 9.337 75.000 4.079E-06 9.960 80.000 1.020E-04 0.5 4.02 ANNUAL AVERAGE 1.33E-06 K- 15 FIVEXQ(K)- 1.020E-04 FIVEPR(K)- 4.016 LM-0641, Rcvision 0, Attachment I, Page 111 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 PARAMETER VALUES FOR THE CHI/Q CALCULATIONS FOR THE SSE SECTOR.
STABILITY WINDSPEED FREQUENCY DISTANCE TERRAIN HT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY ** CIII/Q VALUES (SEC/CUBIC METER)
CLASS METER/SEC PERCENT METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED AT 10.0 METERS CA-2926.SQ.METERS A 1.6 0.23 2043. 0. 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 3.4 2.17 2043. 0. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 5.7 2.33 2043. 0. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 8.5 0.66 2043. 0. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 A 11.0 0.16 2043. 0. 0. 357.1 1000.0 357.1 8.124E-08 8.103E-08 8.103E-08 B 3.4 1.55 2043. 0. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B 5.7 1.71 2043. 0. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 8.5 0.81 2043. 0. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 B 11.0 0.16 2043. 0. 0. 268.5 239.2 268.5 4.517E-07 4.452E-07 4.452E-07 C 1.6 0.39 2043. 0. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 3.4 1.36 2043. 0. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 5.7 2.13 2043. 0. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 8.5 0.85 2043. 0. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 C 11.0 0.12 2043. 0. 0. 203.9 117.1 203.9 1.214E-06 1.169E-06 1. 169E-06 D 1.6 5.97 2043. 0. 0. 143.6 51.3 205.2 1.889E-05 2.396E-05 1.889E-05 D 3.4 13.38 2043. 0. 0. 143.6 51.3 169.6 1.066E-05 1.118E-05 1.066E-05 D 5.7 16.25 2043. 0. 0. 143.6 51.3 145.5 7.456E-06 6.708E-06 6.708E-06 D 8.5 4.96 2043. 0. 0. 143.6 51.3 143.6 5.105E-06 4.533E-06 4.533E-06 D 11.0 0.47 2043. 0. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 K 0.2 0.00 2043. 0. 0. 102.1 34.8 189.7 2.062E-04 3.035E-04 2.062E-04 K 1.6 9.15 2043. 0. 0. 102.1 34.8 189.7 2.946E-05 4.336E-05 2.946E-05 K 3.5 9.93 2043. 0. 0. 102.1 34.8 133.2 1. 957E-05 2.024E-05 1.957E-05 E 5.8 3.22 2043. 0. 0. 102.1 34.8 103.3 1.515E-05 1.214E-05 1.214E-05 E 8.7 0.47 2043. 0. 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 F 1.6 7.72 2043. 0. 0. 70.5 22.6 161.1 5.347E-05 7.711E-05 5.347E-05 F 3.5 0.85 2043. 0. 0. 70.5 22.6 99.8 4.030E-05 3.599E-05 3.599E-05 F 5.8 0.04 2043. 0. 0. 70.5 22.6 71.5 3.374E-05 2.159E-05 2.159E-05 F 11.2 0.08 2043. 0. 0. 70.5 22.6 70.5 1.783E-05 1.125E-05 1.125E-05 G 0.2 0.00 2043. 0. 0. 48.6 14.6 152.9 6.080E-04 8.284E-04 6.080E-04 G 1.6 12.41 2043. 0. 0. 48.6 14.6 152.9 8. 686E-05 1.183E-04 8.686E-05 G 3.5 0.35 2043. 0. 0. 48.6 14.6 77.9 7. 962E-05 5.523E-05 5.523E-05 G 5.8 0.12 2043. 0. 0. 48.6 14.6 49.6 7.506E-05 3.314E-05 3.314E-05 LM-0641, Rcvision 0, Attachment I, Pagc 112 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL T1 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 LOW POPULATION ZONE CALCULATIONS:
SSE SECTOR BOUNDARY DISTANCE - 2043.0 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- 5851. D- 59.4 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.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.159E-05 1.957E-05 0.004 0.006 12.418 12.767 20.486 21.339 21.455 30.609 30.648 40. 578 0.00024 0.00037 0.75288 0.77405 1.24202 1.29375 1.30081 1.85579 1.85814 2.4 6015 1.889E-05 1.214E-05 1.125E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 4.533E-06 3.740E-06 3.494E-06 46.551 49.770 49.848 63.230 63.695 64.083 80.335 85.300 86.657 87.123 2.82230 3.01749 3.02219 3.83350 3.86172 3.88523 4.87056 5.17156 5.25387 5.28209 2.244E-06 1.516E-06 1.425E-06 1.169E-06 8.549E-07 5.776E-07 5.556E-07 4.452E-07 2.593E-07 1.556E-07 89.256 90.109 91.661 91.777 93.484 94.298 94.531 94.686 96.858 99.186 5.41143 5.46316 5.55723 5.56428 5.66775 5.71714 5.73125 5.74065 5.87235 6.01344 1.051E-07 8.103E-08 99.845 100.000 6.05342 6.06283 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( 3)- 1.241 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 4)- 2.820 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 5)- 4.867 HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 6)- 5.168 K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 16 1 -7.40531 -11.55899 -0.90802 16 2 -9.35122 -15.65703 -2.59347 16 3 -9.83646 -16.78085 -3.09421 16 4 -10.87710 -18.77360 -4.13863 16 5 -11.91217 -34.24426 -13.47011 LM-0641, Revision 0, Attachment 1,Page 113 of 124
16 6 -12.30422 NUMXQ(K)- 6 1.804E-04 0.061 1.000 1.339E-04 0.182 3.000 1.154E-04 0.303 5.000 9.319E-05 0.606 10.000 7.259E-05 0.909 15.000 5.476E-05 1.213 20.000 4.201E-05 1.516 25.000 3.349E-05 1.819 30.000 2.752E-05 2.122 35.000 2.312E-05 2.425 40.000 1.977E-05 2.728 45.000 1.659E-05 3.031 50.000 1.391E-05 3.335 55.000 1.182E-05 3.638 60.000 1.015E-05 3.941 65.000 8.798E-06 4.244 70.000 7.687E-06 4.547 75.000 6.764E-06 4.850 80.000 4.639E-06 5.153 85.000 9.907E-05 0.5 8.25 ANNUAL AVERAGE - 8.69E-07 K= 16 FIVEXQ(K)- 9.907E-05 FIVEPR(K)- 8.247 LM-0641, Revision 0, Attachment 1,Page 114 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 [IT EFF PLUME HT SIGMA-Y SIGMA-Z MEANDER-SY
- CIII/Q VALUES (SEC/CUBIC METER)
METERS METERS METERS METERS METERS METERS MEANDER BLDG WAKE USED CLASS METER/SEC PERCENT AT 10.0 METERS CA-2926.SQ.METERS
- 0. 357.1 1000.0 357.1 5.571E-07 5.556E-07 5.556E-07 A 1.6 0.19 2043.
3.01 2043. 0. 357.1 1000.0 357.1 2.600E-07 2.593E-07 2.593E-07 A 3.4 2.69 2043. 0. 357.1 1000.0 357.1 1.560E-07 1.556E-07 1.556E-07 A 5.7 0.79 2043. 0. 357.1 1000.0 357.1 1.054E-07 1.051E-07 1.051E-07 A 8.5 0.08 2043. 0. 357.1 1000.0 357.1 8.124E-08 8.103E-08 8.103E-08 A 11.0 0.00 2043. 0. 357.1 1000.0 357.1 3.545E-08 3.536E-08 3.536E-08 A 25.1 0.23 2043. 0. 268.5 239.2 268.5 3.097E-06 3.053E-06 3.053E-06 B 1.6 3.4 1.82 2043. 0. 268.5 239.2 268.5 1.445E-06 1.425E-06 1.425E-06 B
1.52 2043. 0. 268.5 239.2 268.5 8.673E-07 8.549E-07 8.549E-07 B 5.7 0.51 2043. 0. 268.5 239.2 268.5 5.860E-07 5.776E-07 5.776E-07 B 8.5 0.05 2043. 0. 268.5 239.2 268.5 4.517E-07 4.452E-07 4.452E-07 B 11.0 0.01 2043. 0. 268.5 239.2 268.5 1. 971E-07 1.943E-07 1.943E-07 B 25.1 0.46 2043. 0. 203.9 117.1 203.9 8.327E-06 8.015E-06 8.015E-06 C 1.6 2.33 2043. 0. 203.9 117.1 203.9 3.886E-06 3.740E-06 3.740E-06 C 3.4 1.87 2043. 0. 203.9 117.1 203.9 2.332E-06 2.244E-06 2.244E-06 C 5.7 0.81 2043. 0. 203.9 117.1 203.9 1.575E-06 1.516E-06 1.516E-06 C 8.5 0.13 2043. 0. 203.9 117.1 203.9 1.214E-06 1.169E-06 1.169E-06 C 11.0
- 0. 203.9 117.1 203.9 5.299E-07 5.100E-07 5.100E-07 C 25.1 0.00 2043.
2043. 0. 143.6 51.3 143.6 2.698E-05 2.396E-05 2.396E-05 D 1.6 6.70
- 0. 143.6 51.3 143.6 1.259E-05 1.118E-05 1.118E-05 D 3.4 16.10 2043.
11.46 2043. 0. 143.6 51.3 143.6 7.556E-06 6.708E-06 6.708E-06 D 5.7 4.04 0. 143.6 51.3 143.6 5.10SE-06 4.533E-06 4.533E-06 D 8.5 2043.
0.46 2043. 0. 143.6 51.3 143.6 3.935E-06 3.494E-06 3.494E-06 D 11.0 D 25.1 0.02 2043. 0. 143.6 51.3 143.6 1.717E-06 1.525E-06 1.525E-06 0.00 2043. 0. 102.1 34.8 102.1 3.831E-04 3.035E-04 3.035E-04 E 0.2 10.23 2043. 0. 102.1 34.8 102.1 5.472E-05 4 .336E-05 4 .336E-05 E 1.6 12.64 2043. 0. 102.1 34.8 102.1 2.554E-05 2.024E-05 2.024E-05 E 3.5 3.05 2043. 0. 102.1 34.8 102.1 1. 532E-05 1.214E-05 1.214E-05 E 5.8
- 0. 102.1 34.8 102.1 1.035E-05 8.204E-06 8.204E-06 E 8.7 0.56 2043.
- 0. 102.1 34.8 102.1 7.981E-06 6.324E-06 6.324E-06 E 11.2 0.05 2043.
0.01 2043. 0. 102.1 34.8 102.1 3.482E-06 2.759E-06 2.759E-06 E 25.7 7.54 2043. 0. 70.5 22.6 70.5 1.222E-04 7.711E-05 7.711E-05 F 1.6 2.09 2043. 0. 70.5 22.6 70.5 5.705E-05 3.599E-05 3.599E-05 F 3.5 0.04 2043. 0. 70.5 22.6 70.5 3. 423E-05 2.159E-05 2.159E-05 F 5.8 8.7 0.04 2043. 0. 70.5 22.6 70.5 2.313E-05 1.459E-05 1.459E-05 F
0.02 2043. 0. 70.5 22.6 70.5 1.783E-05 1.125E-05 1. 125E-05 F 11.2 0.00 0. 70.5 22.6 70.5 7.779E-06 4 .907E-06 4.907E-06 F 25.7 2043.
0.2 0.00 2043. 0. 0. 48.6 14.6 48.6 1.912E-03 8.284E-04 8.284E-04 G
7.42 2043. 0. 0. 48.6 14.6 48.6 2.731E-04 1.183E-04 1.183E-04 G 1.6 LM-0641, Revision 0, Attachment 1, Page 115 of 124
G 3.5 0.79 2043. 0. 0. 48.6 14.6 48.6 1.274E-04 5.523E-05 5.523E-05 G 5.8 0.19 2043. 0. 0. 48.6 14.6 48.6 7.647E-05 3.314E-05 3.314E-05 G 8.7 0.04 2043. 0. 0. 48.6 14.6 48.6 5.167E-OS 2.239E-05 2.239E-05 G 11.2 0.00 2043. 0. 0. 48.6 14.6 48.6 3.983E-05 1.726E-05 1.726E-OS LM-0641, Revision 0, Attachmcnt I, Page 116 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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 - 2043.0 METERS.
BUILDING WAKE CREDIT ALLOWED: C- 0.5 A- 5851. D= 59.4 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.
8.284E-04 3.035E-04 1.183E-04 7.711E-05 5.523E-05 4.336E-05 3.599E-05 3.314E-05 2.396E-05 2.239E-05 0.002 0.005 7.422 14.963 15.758 25.992 28.085 28.276 34.978 35.020 0.00235 0.00470 7.42169 14.96332 15.75816 25.99238 28.08532 28.27580 34.97790 35.02023 2.159E-05 2.024E-05 1.726E-05 1.459E-05 1.214E-05 1.125E-05 1.118E-05 8.204E-06 8.015E-06 6.708E-06 35.058 47.693 47.695 47.731 50.785 50.807 66.908 67.472 67. 936 79.395 35.05785 47.69307 47.69542 47.73069 50.78544 50.80660 66.90810 67.47248 67.93575 79.39516 6.324E-06 4.907E-06 4.533E-06 3.740E-06 3.494E-06 3.053E-06 2.759E-06 2.244E-06 1.525E-06 1.516E-06 79.445 79.447 83.485 85.810 86.269 86.499 86.506 88.378 88.397 89.206 79.44454 79.44689 83.48461 85.81036 86.26892 86.49938 86.50644 88.37833 88.39714 89.20609 1.425E-06 1.169E-06 8.549E-07 5.776E-07 5.556E-07 5.100E-07 4.452E-07 2.593E-07 1. 943E-07 1.556E-07 91.024 91.153 92.672 93.178 93.371 93.376 93.425 96.440 96.449 99.137 91.02389 91.15323 92.67237 93.17797 93.37080 93.37550 93.42489 96.43966 96.44907 99.13696 1.051E-07 8.103E-08 3.536E-08 99.922 99.998 100.000 99.92240 99.99765 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 TIIE WIND BLOWS SEC/CUBIC METER THE TOTAL TIME INTO THIS SECTOR ONLY HANDCHECK GRAPH: SLOPE LT -1.0 FOR LOW PERCENTAGES. XSAVE( 3)- 14.963 2.275E-04 1.000 1.000
- 1. 635E-04 3.000 3.000 1.373E-04 5.000 5.000
- 9. 964E-05 10.000 10. 000 7.695E-05 15.000 15.000 5.897E-05 20.000 20.000 4.694E-05 25.000 25. 000 3.824E-05 30.000 30.000 3.162E-05 35.000 35.000 2.641E-05 40.000 40.000 LM-0641, Revision 0, Attachment I, Page 117 of 124
2.219E-05 45.000 45. 000 1.888E-05 50.000 50.000 1.625E-05 55.000 55.000 1.394E-05 60.000 60.000 1 .190E-05 65.000 65.000 9.955E-06 70.000 70.000 8.148E-06 75.000 75.000 6.383E-06 80.000 80.000 4.061E-06 85.000 85.000 2.860E-06 90.000 90.000 1.373E-04 5.0 5.00 K= 17 FIVEXQ(K) 1.373E-04 FIVEPR(K)- 5.000 LM-0641, Revision 0, Attachment I, Page 118 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Tl 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 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- 5851. D= 59.4 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 CIII/Q. THE MIDDLE NUMBER IS THE FREQUENCY NORMALIZED TO THIS SECTOR.
THE THIRD NUMBER IS THE FREQUENCY WITH RESPECT TO ALL TIME.
6.080E-04 2.062E-04 8.686E-05 5.523E-05 5.347E-05 3.599E-05 3.314E-05 2.946E-05 2.239E-05 2.159E-05 0.002 0.005 7.422 8.217 15.758 17.851 18.042 28.276 28.318 28. 356 0.00235 0.00470 7.42169 8.21654 15.75816 17.85110 18.04158 28.27580 28.31813 28.35576 1.957E-05 1.889E-05 1.726E-05 1.459E-05 1.214E-05 1.125E-05 1.066E-05 8.204E-06 8.015E-06 6.708E-06 40.991 47.693 47. 695 47.731 50.785 50.807 66. 908 67. 472 67.936 79. 395 40.99098 47.69307 47.69542 47.73069 50.78544 50.80660 66.90810 67.47248 67.93575 79.39516 6.324E-06 4.907E-06 4.533E-06 3.740E-06 3.494E-06 3.053E-06 2.759E-06 2.244E-06 1.525E-06 1.516E-06 79.445 79.447 83. 4 85 85.810 86.2 69 86.4 99 86.506 88.378 88.397 89.206 79.44453 79.44688 83.48460 85. 81035 86.26891 86.49936 86.50641 88. 37831 88.39712 89.20607 1.425E-06 1.169E-06 8.549E-07 5.776E-07 5.556E-07 5.100E-07 4.452E-07 2.593E-07 1. 943E-07 1.556E-07 91.024 91.153 92. 672 93.178 93.371 93.375 93. 425 96. 440 96.449 99.137 91.02387 91.15321 92.67237 93.17796 93.37078 93.37548 93.42487 96.43964 96.44905 99. 13694 1.051E-07 8.103E-08 3.536E-08 99.922 99.998 100.000 99.92239 99.99763 99.99998 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/N WITH RESPECT TO WHEN THE WIND BLOWS SEC/CUBIC METER THE TOTAL TIME INTO THIS SECTOR ONLY K I XQSAVE(K,I) XQINT(K,I) XQSLOP(K,I) 18 1 -7.40531 -10.42285 -0.74143 18 2 -9.35122 -10.94055 -1.09961 18 3 -10.87710 -10.94384 -1.15654 18 4 -11.44918 -10.92109 -1.20860 18 5 -11.91217 -10.00993 -2.31974 18 6 -12.49637 -11.12567 -1.27881 18 7 -16.32844 NUMXQ(K)- 7 1.670E-04 1.000 1.000 1.200E-04 3.000 3.000 LM-0641, Revision 0, Attachment 1,Page 119 of 124
1.007E-04 5.000 5.000 7.256E-05 10.000 10.000 5.540E-05 15.000 15.000 4.471E-05 20.000 20.000 3.720E-05 25.000 25.000 3.154E-05 30.000 30.000 2.706E-05 35.000 35.000 2.341E-05 40.000 40.000 2.034E-05 45.000 45.000 1.767E-05 50.000 50.000
- 1. 528E-05 55.000 55.000 1.319E-05 60.000 60.000 1.132E-05 65.000 65.000 9.594E-06 70.000 70.000 8.001E-06 75.000 75.000 6.383E-06 80.000 80.000 4.061E-06 85.000 85.000 2.860E-06 90.000 90.000 1.007E-04 5.0 5.00 K- 18 FIVI EXQ(K)- 1.007E-04 FIVEPR(K)- 5.000 K WIGHPR PR GRNDVT (K) 1 -2.1 30284 0.25: 328 4.78115 2 -1.1 32403 3.40 740 3.94629 3 -2.1 33693 0.22' 776 4.77880 4 -2. 98817 0.14( 133 6.07917 5 -3. 37069 0.101579 4.92446 6 -3. 30029 0.044 330 2.69507 7 -3. 35981 0.03!901 2.31643 8 -3. 38720 0.03!531 3.13716 9 -3. 21127 0.064i08 5.18782 10 -3. 24114 0.05!953 5.70992 11 -3.4 32571 0.124103 5.03511 12 -2. 95995 0.15:385 5.87467 13 -2. 64411 0.40!953 11.10723 14 -2. 57624 0.49!942 15.91400 15 -2. 70897 0.33' 746 12.44989 16 -2. 74061 0.3011663 6.06283 K HOURS (K) TOTHRS 1 22.18715 22.18715 2 298.48830 320.67550 3 19.95136 340.62680 4 12.29319 352.92000 5 9.35460 362.27460 6 4.23087 366.50550 7 3.41686 369.92240 8 3.09314 373.01550 9 5.78893 378.80440 10 5.21510 384.01950 11 10.86514 394.88470 12 13.47739 408.36210 13 35.87497 444.23700 14 43.74879 487.98580 15 29.56181 517.54760 16 26.86080 544.40840 LM-0641, Revision 0, Attachment I, Page 120 of 124
K FIVEXQ SVANN SLTIME TIMINT I TIME XQT 1 9.337E-05 7.728E-07 -0.5718 -8.8826 1 8.0 -10.07156 2 16.0 -10.4 6789 3 72.0 -11.32788 4 624.0 -12.56261 2 8.553E-05 7.031E-07 -0.5726 -8.9697 1 8.0 -10.16037 2 16.0 -10.55725 3 72.0 -11.4184 6 4 624.0 -12. 65495 3 9.034E-05 8.241E-07 -0.5602 -8.9237 1 8.0 -10.08852 2 16.0 -10.47680 3 72.0 -11.31932 4 624.0 -12.52898 4 7.108E-05 8.075E-07 -0.5340 -9.1815 1 8.0 -10.29196 2 16.0 -10.66211 3 72.0 -11.46530 4 624.0 -12. 61849 5 5.985E-05 6.028E-07 -0.5484 -9.3436 1 8.0 -10.48390 2 16.0 -10.86399 3 72.0 -11.68875 4 624.0 -12. 87290 6 4.182E-05 3.751E-07 -0.5622 -9.6924 1 8.0 -10. 86145 2 16.0 -11.25113 3 72.0 -12.09671 4 624.0 -13.31076 7 3.713E-05 3.167E-07 -0.5682 -9.8071 1 8.0 -10. 98864 2 16.0 -11.3824 8 3 72.0 -12.23707 4 624.0 -13.4 6406 8 3.783E-05 3.676E-07 -0.5526 -9.7995 1 8.0 -10.94 863 2 16.0 -11.33168 3 72.0 -12.16287 4 624.0 -13.35624 9 4.930E-05 5.486E-07 -0.5365 -9.5458 1 8.0 -10.66130 2 16.0 -11.03315 3 72.0 -11.84003 4 624.0 -12. 99852 10 5.236E-05 6.395E-07 -0.5254 -9.4932 1 8.0 -10.58568 2 16.0 -10. 94984 3 72.0 -11.74004 4 624.0 -12.87457 11 6.981E-05 7.566E-07 -0.5396 -9.1957 1 8.0 -10.31777 2 16.0 -10.69180 3 72.0 -11.5034 4 4 624.0 -12.66874 12 7.772E-05 8.802E-07 -0.5344 -9.0920 1 8.0 -10.20317 2 16.0 -10.57357 LM-0641, Revision 0, Attachment I, Page 121 of 124
3 72.0 -11.37731 4 624.0 -12.53129 13 1.083E-04 1.494E-06 -0.5108 -8.7768 1 8.0 -9.83903 2 16.0 -10.19312 3 72.0 -10.96146 4 624.0 -12.06461 14 1.150E-04 1.804E-06 -0.4955 -8.7270 1 8.0 -9.75742 2 16.0 -10.10090 3 72.0 -10.84622 4 624.0 -11.91631 15 1.020E-04 1.331E-06 -0.5175 -8.8315 1 8.0 -9. 90766 2 16.0 -10.26640 3 72.0 -11.04482 4 624.0 -12.16245 16 9.907E-05 8.693E-07 -0.5648 -8.8282 1 8.0 -10.00271 2 16.0 -10.39420 3 72.0 -11.24370 4 624.0 -12.4 6339 17 1.373E-04 1.804E-06 -0.5166 -8.5356 1 8.0 -9. 60987 2 16.0 -9. 96797 3 72.0 -10.74499 4 624.0 -11.86061 18 1.007E-04 1.804E-06 -0.4797 -8.8705 1 8.0 -9.86808 2 16.0 -10.20060 3 72.0 -10.92214 4 624.0 -11. 95809 LM-0641, Revision 0, Attachment I, Page 122 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PLANT NAME: Limerick METEOROLOGICAL INSTRUMENTATION DATA PERIOD: WIND SENSORS HEIGHT: 9.14 meters TYPE OF RELEASE: Ground Release DELTA-T HEIGHTS: 52.3-7.9 meters SOURCE OF DATA:
COMMENTS: Limerick NtoEL Ti 1996-2000 met, 30 ft wind, 171-26 ft Delta T, Building Area 2 PROGRAM: PAVAN, 10/76, 8/79 REVISION, IMPLEMENTATION OF REGULATORY GUIDE 1.145 RELATIVE CONCENTRATION (X/O) VALUES (SEC/CUBIC METER)
VERSUS HOURS PER YEAR MAX AVERAGING TIME 0-2 HR X/Q IS DOWNWIND DISTANCE EXCEEDED DOWNWIND SECTOR (METERS) 0-2 HOURS 0-8 HOURS 8-24 HOURS 1-4 DAYS 4-30 DAYS ANNUAI AVERAGE IN SECTOR SECTOR S 2043. 9.34E-05 4.23E-05 2.84E-05 1.20E-05 3.50E-06 7.73E-07 22.2 S SSW 2043. 8.55E-05 3.87E-05 2.60E-05 1.10E-05 3.19E-06 7.03E-07 298.5 SSW SW 2043. 9.03E-05 4.16E-05 2.82E-05 1.21E-05 3.62E-06 8.24E-07 20.0 SW WSW 2043. 7.11E-05 3.39E-05 2.34E-05 1.05E-05 3.31E-06 8.07E-07 12.3 WSW W 2043. 5.98E-05 2.80E-05 l.91E-05 8.39E-06 2.57E-06 6.03E-07 9.4 W WNW 2043. 4.18E-05 1.92E-05 1.30E-05 5.58E-06 1.66E-06 3.75E-07 4.2 WNW NW 2043. 3.71E-05 1.69E-05 1. 14E-05 4.85E-06 1.42E-06 3.17E-07 3.4 NW NNW 2043. 3.78E-05 1.76E-05 1.20E-05 5.22E-06 1.58E-06 3.68E-07 3.1 NNW N 2043. 4.93E-05 2.34E-05 1.62E-05 7.21E-06 2.26E-06 5.49E-07 5.8 N NNE 2043. 5.24E-05 2.53E-05 1.76E-05 7.97E-06 2.56E-06 6.39E-07 5.2 NNE NE 2043. 6.98E-05 3.30E-05 2.27E-05 1. 01OE-05 3.15E-06 7.57E-07 10.9 NE ENE 2043. 7.77E-05 3.71E-05 2.56E-05 1. 15E-05 3.61E-06 8.80E-07 13.5 ENE E 2043. 1.08E-04 5.33E-05 3.74E-05 1.74E-05 5.76E-06 1.49E-06 35.9 E ESE 2043. l.15E-04 5.79E-05 4.lOE-05 1. 95E-05 6.68E-06 1.80E-06 43.7 ESE SE 2043. 1.02E-04 4.98E-05 3.48E-05 1. 60E-05 5.22E-06 1.33E-06 29.6 SE SSE 2043. 9.91E-05 4.53E-05 3.06E-05 1. 31E-05 3.87E-06 8.69E-07 26.9 SSE MAX X/Q 1.15E-04 TOTAL HOURS AFROUND SITE: 544.4 SRP 2.3.4 2043. 1.37E-04 6.71E-05 4.69E-05 2.16E-05 7.06E-06 1.80E-06 SITE LIMIT 1.01E-04 5.18E-05 3.71E-05 1.81E-05 6.41E-06 1.80E-06 THE FIVE-PERCENT-FOR-THE-ENTIRE-SITE X/Q IS LIMITING.
- NOTE**: VALUES ON THIS PAGE ARE APPROXIMATIONS ONLY.
CHECK THE REASONABLENESS OF THE ENVELOPES COMPUTED FOR THE 0-2 HOUR VALUES. FOR ANY FAULTY ENVELOPES, ADJUST THE ABOVE VALUES.
LM-0641, Revision 0, Attachment I, Page 123 of 124
USNRC COMPUTER CODE-PAVAN, VERSION 2.0 RUN DATE: 04/30/03 PRINTOUT OF INPUT CARDS 1 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 LM-0641, Revision 0, Attachment 1,Page 124 of 124
Calculation Number: LM-0641 REV. NO. 0 l ATACHMENT J Page I of I Computer Disclosure Sheet Discipline Nuclear Client:: Exelon Corporation Date: November 2003 Project: Limerick Generating Station Job No. 26760-NCS0018.CALC Program(s) used Rev No. Rev. Date Calculation No.: LM-0641, Rev. 0 ARCON96 1 5/1997 Status ] Prelim.
[X] Final l l Void WGI Prequalification [X ] Yes
[ ] No Run No. 1
Description:
ARCON96 X/Q analysis consistent with procedures in Draft Regulatory Guide 1111 for Control Room habitability assessments.
Analysis
Description:
ARCON96 calculations of XIQ are performed for vent releases to the Control Room Intake. Centerline X/Q values, sector X/Q values and 95% max X/Q values are computed for 0-2 hours, 2-8 hours and 8-24 hours, 1-4 day, and 4-30 days.
The attached computer output has been reviewed, the input data checked, And the results approved for release. Input criteria for this analysis were established.
By: On:
Run by: T.Thomas w 81\2\A11)2O° 3 Checked by: J. Robinson Approved by: J. Robinson Remarks: WGI Form for C puter Software Control
I Calculation Number: LM-0641 REV. NO. 0 ATrACHMENT K Page I of I Computer Disclosure Sheet Discipline Nuclear Client:: Exelon Corporation Date: November 2003 Project: Limerick Generating Station Job No. 26760-NCS0018.CALC Program(s) used Rev No. Rev. Date Calculation No.: LM-0641, Rev. 0 PAVAN 2 12/1997 Status ] Prelim.
[X I Final
[ I Void WGI Prequalification [X] Yes
[ I No Run No. 1
Description:
PAVAN X/Q analysis of Regulatory Guide 1.145 accidental release.
Analysis
Description:
PAVAN calculations of X/Q are performed for the EAB and outer LPZ distances. Maximum 0-2 hour, 0-8 hour, and 8 -
24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />, 1-4 day and 4-30 day XIQ values are computed for each direction sector, and the 5th percentile overall site XIQ is also calculated.
The higher value is selected. i 7
The attached computer output has been reviewed, the input data checked, And the results approved for release. Input criteria for this analysis were established.
By' On:
'242((3