ML20094G893

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Annual Tower 1 Joint Frequency Distributions of Wind Speed & Direction by Atmospheric Stability Class 1991 Rept 7
ML20094G893
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 12/31/1991
From: Doering J
PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To:
Shared Package
ML20094G886 List:
References
NUDOCS 9203040328
Download: ML20094G893 (30)


Text

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3927007790 0-Pl!ILADELPl!IA ELECTRIC COMPANY LIMERICK GENERATING STATION DOCKET NO. 50-352 (Unit 1)

DOCKET No. 50-353 (Unit 2)

Tower No. 1 Joint Frequency Distributions of Wind Speed and Direction by O Atmospheric Stability Class 1991 Report No. 7 Submitted to The United States Regulatory Commission Pursuant to Facility Operating License NPF-39 (Unit 1) and NPF-85-(Unit 2)

Preparation Directed by: -

G. M. Leitch, Vice President Limerick Generating Station

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LCS - CIXED-uOOE NO DECAY. RELEASE REACTOR ENCLOSURE (SOUTN VENT) IC91 UNDEPLETED e CORRECTED FOR OPEN TERRAIN RECIRCULATION CORRECTED FOR OPEN TERRAIN RECIRCULATION USING SPECIAL TERRAIN ADJUSTWENT FACTORS ANNUAL AVERAGE CHI /O (SEC/WETER CUBED) DISTANCE IN WILES SECTOR .e.256 e.See 6.75e i.eee 1.see 2.ees 2.see 3.eee 3.5ee 4.ees 4.5ee S

SSW 7.706E-87 2.683E-07 1.565E-07 1.114E-07 7.15eE-08 5.222E-08 4.059E-08 3.279E-08 2.723E-88 2.31eE-08 1.993E-88 SW 6.145E-07 5.731E-e7 2.082E-87 1.220E-07 8.855E-e8 5. 687E-08 4.396E-08 3.47eE-e8 2.837E-08 2.379E-98 2.e34E-e8 1.767E-08 WSW 1.949E-07 1.16eE-67 8.542E-08 5.844E- e8 4.46eE-05 3.573E-08 2.948E-08 2.488E-08 2.138E-98 1.863E-08 W 9.430E-07 3.388E-87 1.993E-87 1.466E-07 9.838E-08 7.361E-08 5.805E-88 4.734E-e8 3.958E-08 3.374E-08 2.922E-e8 WNW 1.331E-96 4.496E-87 2.561E-87 1.889E-67 5.148E-07 8.290E-e8 6.446E-e8 5.215E-e8 4.341E-88 3.692E-68 3.193E-88 NW 6.944E-87 2.297E-97 1.324E-07 9.475E-08 6.282E-08 4.713E-08 3.757E-98 3.897E-08 2.616E-08 2.25eE-e8 1.965E-e8 NNW 8.744E-87 2.821E-87 1.599E-97 1.140E-07 7.675E-88 5.903E-88 4.783E-88 3.988E-88 3.395E-88 2.938E-98 2.578E-08 N 1.019E-96 3.324E-87 1.966E-97 1.435E-87 9.627E-98 7.268E-08 5.787E-08 4.772E-08 4.033E-e8 3.473E-e8 3.037E-88 NNE 2.389E-86 7.33eE-87 4.164E-07 2.914E-07 1.854E-07 1.365E-87 1.077E-07 8.832E-08 7.441E-88 6.398E-08 5.590E-08 3.744E-e8 NE 1.18eE-96 6.591E-87 4.615E-87 2.953E-07 2.186E-67 1.734E-07 1.430E-e7 1.212E-97 1.e47E-07 9.199E-08 ENE 4.111E-86 1.267E-96 6.978E-07 4.928E-e7 3.236E-07 2.444E-97 1.967E-67 1.639E-07 1.40eE-97 1.218E-07 1.075E-07 E 3.879E-e6 1.241E-06 3.789E-86 9.863E-87 7.36BE-07 6.819E-07 4.484E-97 5.382E-87 3.058E-07 3.439E-07 2.305E-87 2.528E-87 1.843E-07 1.525E-87 1.294E-07 1.119E-97 9.826E-08 ESE 1.984E-07 1.62tE-07 1.362E-07 1.169E-07 1.921E-97 SE 4.879E-86 1.591E-es 8.811E-07 5.958E-87 3.544E-07 2.477E-67 1.881E-07 1.50eE-07 1.237E-97 1.e46E-87 9.014E-08

$$E 2.117E-86 7.181E-07 3.997E-e7 2.726E-87 1.637E-07 1.147E-87 8.782E-08 6.926E-08 5.699E-08 4.807E-08 4.132E-08 1.223E-96 4.113E-87 2.288E-87 1.572E-e7 9.621E-68 6.844E-08 5.244E-08 4.202E-48 3.474E-08 2.94eE-08 2.533E-08 ANNUAL AVERAGE CHI /Q (SEC/WETER CUBED) DISTANCE IN WILES DEARING 5.eee 7.500 18.800 15.009 28.000 25.000 30.000 35.000 40.e00 45.000 Se.eee SSW 1.745E-88 1.034E-88 7.076E-89 4.124E-09 2.81oE-89 2.892E-e9 1.642E-89 1.339E-89 1.122E-49 9.600E-te 8.354E-te SW 1.555E-88 9.485E-99 6.512E-69 3.848E-09 2.645E-89 1.974E-99 1.554E-e9 1.269E-89 1.065E-69 9.126E-te 7.948E-te WSW 1.644E-08 9.991E-89 6.932E-89 4.te5E-e9 2.825E-89 2.111E-89 1.664E-09 1.36eE-09 1.142E-89 9.795E-te 8.537E-t e W 2.565E-e8 1.53eE-88 1.85eE-88 6.129E-99 4.18eE-89 3.104E-89 2.433E-89 1.981E-99 1.658E-e9 1. 418E-99 1.233E-0 9 WNW 2.861E-88 1.677E-98 1.157E-98 6.841E-89 4.714E-99 3.532E-89 2.791E-99 2.289E-89 1.928E-99 1.657E-89 1.448E-89 NW 1.737E-88 1.068E-88 7.479E-e* 4.49BE-e9 3.132E-89 2.363E-49 1 ~ 76E-99 1.544E-99 1.385E-09 1.124E-69 9.644E-te NNW 2.288E-98 1.421E-98 1.691E-es 6.851E-69 4.223E-89 3.192E-69 2.539E-89 2.992E-69 1.769E-89 1.52EE-39 1.337E-e9 N 2.689E-98 1.664E-88 1.173E-88 7.124E-99 4.*92E-e9 3.784E-89 3.918E-99 2.489E-99 2.198E-99 1.82eE-99 1.597E-03 NNE 4.948E-08 3.965E-98 2.16SE-88 1.325E-98 9.335E-e9 7.111E-99 5.693E-99 4.718E-99 4.ee9E-89 3.474E-99 3.056E-69 NE 8.184E-88 5.182E-es 3.725E-88 2.329E-88 1.667E-e8 1.285E-08 1.e38E-68 8.662E-49 7.486E-99 6.44SE-89 5.6980-09 ENE 9.611E-e8 6.178E-98 4.482E-98 2.833E-98 2.941E-08 1.58eE-88 1.281E-88 1.072E-98 9.19eE-99 8.819E-89 7.998L .99 E

8.742E-88 5.529E-e8 3.967E-88 2.472E-88 1.764E-98 1.357E-68 1.894E-e8 9.116E-89 7.784E-89 6.771E-99 5.977E-09 ESE 9.934E-98 5.617E-88 3.989E-08 2.454E-98 1.738E-08 1.328E-88 1.866E-68 8.855E-09 7.538E-49 6.541E-09 5.761E-09 SE 7.891E-88 4.718E-98 3.268E-98 1.948E-88 1.353E-08 1.021E-68 8.198E-69 6.677E-89 5.645E-89 4.869E-69 4.267E-09 SSE 3.689E-98 2.137E-e8 1.468E-08 8.651E-09 5.961E-09 4.467E-99 3.53eE-89 2.894E-89 2.438E-89 2.896E-09 1.831E-09 2.217E-88 1.317E-98 9.e56E-89 5.326E-09 3.659E-09 2.735E-99 2.157E-99 1.765E-99 1.484E-09 1.274E-09 1.112E-89 CHI /Q (SEC/WETER CUBED) FOR EACH SEGWENT SECMENT DOUNDARIES IN WILES CIRECTION .5-1 1-2 2-3 3-4 4-5 5-16 to-2e 29-30 30-4e 4e-se FROW SITE 5 1.613E-07 7.179E-88 4.057E-eE' 2.725E-98 1.995E-08 1.e47E-e8 4.198E-69 2.185E-99 1.343E-09 9.616E-10 SSW 1.263E-e7 5.884E-e8 3.464E-88 2.378E-98 1.76CE-08 9.486E-69 3. 99?E-e9 1.985E-09 1.273E-09 9.142E-10 SW 1.19 9E-07 5.828E-88 3.560E-08 2.486E-98 1.863E-08 1.ee6E-08 4.164E-09 2.122E-09 1.364E-e9 9.8110-18 WSW 2.051E-67 9.810E-88 5.792E-08 3.957E-e8 2.924E-08 1.547E-08 6.233E-09 3.122E-99 1.987E-09 1.421E-89 W 2.652E-97 1.148E-07 8.446E-08 4.343E-88 3.196E-08 1.696E-08 6.947E-09 3.551E- 09 2.295E-09 1.66eE-99 WNW 1.373E-07 6.288E-e8 3.748E-e8 2.614E-98 1.965E-08 1.874E-08 4.553E-49 2.373E-09 1.548E-09 1.126E-09 NW 1.667E-e7 7.715E-08 4.764E-88 3.39eE-08 2.577E-98 1.427E-eS 6.118E-09 3.266E-09 2.097E-09 1.528E-89 NNW 2.032E-e7 9.624E-08 5.774E-88 4.e31E-88 3.037E-08 1.674E-88 7.201E-99 3.799E-09 2.494E-09 1.823E-09 N 4.312E-07 1.872E-07 1.076E-87 7.441E-08 5.592E-08 3.085E-88 1.338E-08 7.13 7E-69 4.727E-09 3.478E-89 NNE 6.869E-07 2.981E-07 1.733E-87 1.211E-97 9.201E-08 5.202E-98 2.345E-08 1.288E-08 8. 674 E-09 6.455E-49 NE 7.332E-07 3.260E-87 1.963E-07 1.3e9E-87 1.075E-07 6.187E-98 2.848E-08 1.584E-08 1.074E-e8 8.025E-89 ENE 6.191E-07 3.037E-07 1.839E-e7 ".**'E-e7 9.828E-08 5.549E-08 2.490E-08 1.36eE-08 9.129E-09 6.777E-09 E 7.570E-07 3.448E-07 1.984E-07 1. 363E- 27 1.021E-07 5.653E-05 2.477E-08 1.333E-08 8.87eE-09 6.547E-09 ESE 9.120E-07 3.606E-07 1.888E-07 1.240E-07 9.027E-08 4.779E-08 1.977E-08 1.025E-08 6.693E-09 4.876E-09 SE 4.122E-07 1.661E-07 8.730E-08 5.710E-e8 4.138E-08 2.167E-08 8.796E-09 4.49eE-09 2.902E-e9 2. 099E-09 SSE 2.375E-07 9.741E-08 5.254E-08 3.479E-08 2.537E-e8 1.334E-08 5.414E-03 2.75eE-09 1.77eE-09 1.276E-09

I 392700 C[s0 LCS - WIXED-WODE 2.268 DAY DECAY. UNDEPLETED RELEASE REACTOR ENCLOSURE (SOUTH VENT) 1991 CORRECTED FOR OPEN TERRAIN RECIRCULATION i CORRECTED FOR OPEN TERRAIN RECIRCULATION USING $8ECIAL TERRAIN ADJUSTWENT FACTORS ANNUAL SECTOR AVERAGE CHI /O (SEC/WETER CUBED) DISTANCE IN WILES e.256 8.500 e.750 1.000 1.500 2.ees 2.500 3.000 3.500 4.000 4.5e0 SSW 7.7e tE-67 2.68eE-67 1.562E-67 1.111E-07 7.123E-98 5.196E-08 4.934E-e8 3.254E-08 2.699E-08 2.286E-08 1.97eE-48 SW 6.140E-87 2.679E- 97 1.217E-67 8.830E-e8 5.862E-88 4.372E-98 3.447E-88 2.813E-e8 2.356E-08 2.011E-88 1.745E-88 j WSW 5.725E-87 1.945E-87 1.157E-87 8.515E-88 5.817E-08 4.433E-98 3.546E-98 2.922E-e8 2.462E-08 2.112E-08 1.838E-05 W 9.422E-87 3.383E-97 1.989E-87 1.462E-07 9.799E-08 7.322E-98 5. 766E-98 4.696E-68 3.920E-88 3.337E-e8 2.886E-98 WNW 1.33eE-66 4.489E-87 2.555E-67 1.795E-87 1.136E-97 8.247E-98 6.403E-88 5.174E-98 4.300E-e8 3.651E-08 3.154E-98 NW 6.938E-97 2.293E-87 1.321E-97 9.445E-88 6.233E-98 4.684E-88 3.728E-98 3.968E-e8 2.587E-e8 2.222E-GE 1.937E-88 NNW 8.736E-87 2.815E-97 1.595E-e7 1.136E-e7 7.636E-88 5.863E-88 4.743E-88 3.947E-98 3.355E-88 2.898E-98 2.538E-88

! N 1.ee9E-66 3.318E-07 1.968E-97 1.43eE-97 9.579E-98 7.212E-88 5.746E-88 4.725E-08 3.996E-88 3.427E-e8 2.992E-98 i

NNE 2.3e6E-96 7.316E-97 4.153E-97 2.984E-97 1.844E-87 1.356E-87 1.068E-97 8.745E-88 7.356E-68 6.314E-98 5.587E-88 HE 3.740E-66 4.196E-06 1.177E-46 6.571E-97 4.597E-87 2.936E-07 2.17eE-87 1.718E-07 1.414E-67 1.196E-87 1.032E-97 9.051E-98 ENE 1.264E-86 6.955E-87 4.964E-37 3.216E-87 2.424E-97 1.948E-e7 1.62eE-87 1.381E-97 1.2eeE-87 1.857E-e7 E 3.676E-96 9.84eE-67 6.SeeE-87 4.466E-87 3.932E-87 2.288E-87 1.826E-87 1.5e8E-67 1.277E-97 1.183E-87 9.666E-88 3.785E-96 i ESE 4.867E-96 1.239E-96 7.358E-87 5.285E-e7 3.422E-97 2.511E-87 1.968E-67 1.685E-e7 1.346E-e7 1.154E-e7 1.ee6E-87 SE 1.589E-96 8.795E-97 5.94X-47 3.53 tE 2.465E-97 1.869E-87 1.489E-87 1.226E-67 1.035E-97 8.909E-68 i SSE 2.115E-96 7.99X-47 3.99eE-67 2.72eE-07 1.631E-87 1.142E-e7 8.649E-68 6.875E-08 5.65eE-e8 4.759E-e8 4.986E-68 '

1.222E-96 4.198E-97 2.284E-87 1.568E-97 9.588E-88 8.811E-88 5.213E-98 4.172E-98 3.444E-68 2.911E-88 2.585E-98 '

ANNUAL AVERAGE CHI /O (SEC/WETER CUBED) DISTANCE IN WILES t sEARIHo 5.eee 7.5ee is.eee 15.ese 2e.ees 25.ees 3e.eee 35.ees 4e.eee 45.eee Se.coe S

SSW 1.722E-e8 1.914E-68 6.888E-99 3.959E-99 2.664E-99 1.953E-89 1.512E-99 1.215E-99 1.e64E-89 8.475E-te 7.274E-te SW 1.534E-98 9.297E-99 6.32=E-99 3.686E-09 2.497E-89 1.837E-69 1.426E-49 1.148E-99 9.494E-te 8.819E-10 6.885E-18 WSW 1.619E-98 9.764E-99 6.722E-99 3.918E-89 2.654E-69 1.953E-09 1.515E-99 1.219E-49 1.898E-99 8.512E-18 7.305E-18 2.530E-98 l W 1.498E-98 1.821E-88 5.871E-49 3.545E-49 2.886E-99 2.23eE-49 1.789E-99 1.475E-99 1.243E-49 1.965E-99  ;

WNW 2.763E-88 1.842E-98 1.125E-98 6.553E-99 4.449E-09 3.285E-49 2.558E-89 2.066E-69 1.715E-99 1.453E-09 1.251E-99 Nd 1.710E-96 1.042E-96 7.241E-99 4.283E-09 2.933E-99 2.177E-99 1.741E-89 1.377E-99 1.144E-69 9.783E-19 8.36eE-10 j NNW 2.249E-98 1.385E-98 9.67eE-99 5.748E-99 3.943E-99 2.929E-89 2.29eE-89 1.856E-09 1.543E-99 1.399E-89 1.128E-89 N 2.645E-68 1.623E-98 1.135E-98 6.775E-89 4.C3E-99 3.479E-99 2.727E-99 2.214E-49 1.844E-99 1.566E-99 1.351E-99 NNE 4.867E-98 2.990E-98 2.e97E-48 1.268E-88 8.733E-09 8.543E-89 5.1520-09 4.199E-49 3.51eE-89 2.991E-99 2.589E-99 NE 8.439E-98 5.946E-98 3.595E-98 2.298E-68 1.553E-98 1.176E-98 9.341E-89 7.663E-49 6.441E-89 5.514E-99 4.791E-89 ENE 9.429E-98 6.ee6E-88 4.310E-48 2.880E-98 1.896E-98 1.442E-88 1.14eE-98 9.441E-99 7.949E-89 6.815E-99 5.928E-99 E 8.584E-ee 5.479E-e8 8.889E-88 5.300E-98 3.858E-98 3.826E-98 2.333E-88 2.341E-88 1.641E-88 1.239E-98 9.818E-99 8.839E-99 6.745E-09 5.765E-49 5.ee2E-ee ESE 7.789E-98 4.625E-88 3.182E-48 1.871E-98 1.281E-88 1.824E-48 9.529E-99 1.221E-te 9.637E-49 7.466E-99 7.87eE-99 6.963E-99 6.Se9E-49 5.823E-493.717E-eg 5.953E-99 4.36tE-e9 4.872E-89 SE SSE 3.564E-68 2.996E-98 1.431E-98 8.315E-99 5.652E-99 4.178E-99 3.257E-99 2.635E-99 2.189E-99 1.857E-99 1.661E-99 2.189E-96 1.292E-98 8.822E-99 5.118E-99 3.469E-89 2.558E-99 1.990E-e9 1.se6E-49 1.332E-99 1.128E-89 9.714E-te CHI /Q (SEC/WETER CUBED) FOR EACS4 SECMENT SEGMENT BOUNDARIES IN WILES

, DIRECTION .5-1 1-2 2-3 3-4 4-5 5-10 to-20 2e-39 30-4e FROM SITE 49-58 S 1.81eE-87 7.153E-68 4.9 M -88 2.70eE-98 1.972E-88 1.027E-88 4.934E-99 1.966E-99 1.219E-69 8.494E-te SSW 1.268E-07 5.86eE-88 3.4414-?8 2.355E-98 1.746E-98 9.291E-99 3.745E-99 1.84 9E-99 1.152E-99 SW 1.196E-87 5.892E-88 3.53 U-94 2.46eE-88 8 e37-te 1.838E-98 9.841E-89 3.98eE-99 1.965E-69 1.223E-99 8.530E-18 WSW 2.847E-97 9.770E-e8 5.75

  • 98 -

3.920E-86 2.888E-08 1.515E-ee 5. 978E-99 2.996E-89 1.795E-89 1.246E-e9 W 2.647E-87 1.144E-97 6.481 be8 4.392E-98 3.157E-98 1.661E-88 6.662E-89 3.395E-89 2.873C-e9 WNW 1.378E-87 6.259E-98 3.719t. 88 2.585E-98 1.937E-98 1.456E-89 '

1.e49E-98 4.341E-49 2.188E-99 1.281E-89 9.721E-te NW 1.662E-97 7.675E-08 4.723E .* 3.35eE-68 2.538E-96 1.391E-88 5.817E-89 2.944E-69 1.831E-49 1.311E-49 NNW 2.926E-97 9.575E-98 5.726E-08 3.984C-98 2.992E-98 1.633E-08 6.855E-99 3.496E-89 2. 2~ eE-09 1.569E-69 N 4.381E-e7 1.863E-87 1.968E-87 , 356E-88 5.599E-98 3.818E-98 1.274E-88 6.571E-69 4.299E-89 2.996E-99 NNE 6.849E-87 2.965E-97 1.717E-87 1.196E-97 9.954E-88 5.e66E-88 2.226E-98 1.189E-88 7.677E-69 5.521E-99 NC 7.368E-07 3.239E-07 1.944E-87 1.389E-87 1.057E-87 6.016E-98 2.696E-08 1.446E-05 9.456E-09 6.823E-69 iNE 6.171E-87 3.82eE-97 1.822E-07 1.276E-87 9.668E-68 5.461E-98 2.36eE-08 1.243E-e8 8.054E-09 5.773E-99 E 7.551E-07 3.431E-67 1.968E-07 1.347E-07 1.ee6E-07 5.516E-08 2.357E-08 1.226E-OS 7. 88 7E-49 5.631E-09 l

ESE 9.194E-07 3.593E-07' 1.876E-87 1.228E-87 8.922E-e8 4.687E-e8 1.900E-08 9.58eE-09 6.08et-09 4.308E-09

. SE 4.115E-07 1.655E-67 8. 67 7E-08 5.661E-08 4.692E-88 2.127E-e8 8.463E-09 4.203E-09 2.643E-e9 1.e61E-09 j SSE 2.371E-87 9.788E-08 5.222E-88 3.449E-68 2.508E-08 1.3e9E-08 5.208E-09 2.573E-09 1.611E-89 1.131E-09 Y

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392700,0 ,90 LCS - WIXED-WODE RELEASE REACTOR ENCLOSURE (SOUTH VENT) 1991 CORRECTED FOR OPEN TERRAIN RECIRCULATION '

CORRECTED FOR OPEN TERRAIN RECIRCULATION USINC SPECIAL TERRAIN ADJUSTWENT FACTORS

                • ..****..*..** RELATIVE DEPOSITION PER UNIT AREA (W..-2) AT FIXED POINTS SY DOWNWIND SECTORS DIRECTION ....................

DIST ANCES IN WILES FROM SITE 0.25 0.50 9.75 1.00 1.56 2.e0 2.50 3.e0 3.50 4.00 4.50 S

SSW 7.389E-09 2.767E-09 1.562E-09 1.055E-99 5.807E-10 3.819E-te 2.737E-te 2.068E-te 1.62eE-19 1.302E-te 1.e69E-t e SW 4.285E-09 1.639E-09 9.525E-te 6.641E-16 3.776E-te 2.541E-te 1.849E-te 1.411E-10 1.112E-18 8.979E-11 7.386E-11 WSW 3.522E-09 1.357E-09 8.055E-te 5.761E-10 3.363E-19 2.301E-18 1.692E-te 1.299E-10 1.02EE-10 8.321E-11 6.854E-11 W 6.990E-09 7.615E-09 1.527E-09 1.08eE-09 6.273E-te 4.265E-te 3.123E-te 2.392E-10 1.8890-18 1.526E-10 1.256E-te WNW 1.065E-08 3.873E-e9 2.156E-89 1.444E-09 7.921E-10 5.182E-te 3.70eE-te 2.787E-te 2.178E-te 1.74BE-te 1.432E-19 NW 4.778E-89 1.776E-89 1.312E-49 6.952E-10 3. 916E-16 2.612E-19 1.889E- te 1.436E-te 1.12BE-te 9.090E-11 7.466E-t t NNW 4. 511E-09 1.717E-89 9.971E-le 6.95eE-10 3.951E-te 2.655E-te 1.933E-18 1.475E-10 1.162E-18 9.387E-11 7.7165-11 N 5.840E-99 2.359E-89 1.388E-09 9.459E-19 5.270E-10 3.397E-te 2.389E-te 1.782E-10 1.384E-te 1.187E-19 9.063E-11 NNE 1.289E-88 4.483E-99 2.44eE-e9 1.623E-89 8.811E-18 5.734E- te 4.98eE-19 3.067E-10 2.393E-10 1.920E-te 1.572E-te NE 2.062E-88 8.810E-99 4.378E-89 2.825E-89 1.491E-09 9.36DE-18 6.491E-19 4.792E-10 3.697E-16 2.945E-te 2.4e5E-te ENE 1.859E-98 7.517E-89 4.88eE-89 2.623E-99 1.379E-99 8.715E-te 6.e7eE-te 4.502E-te 3.485E-10 2.785E-te 2.2eeE-18 E

1.621E-88 6.597E-09 3.559E-e9 2.362E-99 1.216E-09 7.764E-te 5.377E-te 3.992E-10 3.093E-te 2.473E-19 2.024E-10 ESE 2.934E-88 1.189E-98 5.983E-99 3.822E-99 1.995E-89 1.246E-e9 8.661E-te 6.332E-10 4.874E-18 3.877E-18 3.162E-te SE 4.874E-e8 1.730E-e8 9.214E-99 5.858E-e9 3.914E-09 t.883E-99 1.3e2E-89 9.596E-10 7.385E-te 5.873E-18 4.785E-18 SSE 2.458E-08 8.851E-09 4.763E-89 3.047E-99 1.580E-99 9.93eE-te 6.895E-10 5.997E-te 3.934E-te 3.133E-18 2.556E-10 1.251E-98 4.493E-89 2.440E-99 1.586E-99 8.487E-te 5.365E-te 3.766E-18 2.864E-18 2.174E-te 1.736E-te 1.419E-te DIRECTION DISTANCES IN WILES FROW SITE 5.00 7.50 10.06 15.e0 20.00 25.ee 38.00 35.00 40.ee 45.00 50.0e S 8.915E-11 4.532E-11 2.864E-11 1.481E-11 9.184E-12 6.396E-12 4.78eE-12 3.668E-12 2.931E-12 2.40eE-12 2.ee5E-12 SSW 6.169E-11 3.154E-11 1.995E-11 1.034E-11 6.426E-12 4.48EE-12 3.337E-12 2.593E-12 2.081E-12 1.711E-12 1.437E-12 SW 5.727E-11 2.935E-11 1.856E-11 9.614E-12 5.972E-12 4.165E-12 3.093E-12 2.402E-12 1.927E-12 1.584E-12 1.331E-12 WSW 1.048E-te 5.352E-11 3.378E-11 1.743E-11 1.079E-11 7.476E-12 5.52eE-12 4.264E-12 3.464E-12 2.787E-12 2.331E-12 W 1.193E-10 6.035E-11 3.605E-11 1.957E-11 1.298E-11 8.349E-12 6.157E-12 4.753E-12 3.795E-12 3.198E-12 2.5e2E-12 WNW 6.229E-11 3.171E-11 2.ee2E-11 1.034E-11 6.406E-12 4.455E-12 3.307E-12 2.573E-12 2.871E-12 1.7e9E-12 1.443E-12 NW

  • 6.444E-11 3.293E-11 2.082E-11 1.078E-11 6.700E-12 4.685E-12 3.495E-12 2.731E-12 2.208E-12 1.829E-12 1.551E-12 NNW 7.556E-11 3.777E-11 2.342E-11 1.186E-11 7.325E-12 5.082E-12 3.797E-12 2.990E-12 2.446E-12 2.853E-12 1.770E-12 N 1.31eE-10 6.627E-11 4.184E-11 2.156E-11 1.334E-11 9.278E-12 6.999E-12 5.494E-12 4.381E-12 3.643E-12 3.106E-12 NNE 2.Be4E-18 1.001E-te 6.26TE-11 3.227E-11 2.018E-11 1.418E-11 1.077E-11 8.622E-12 7.184E-12 6.123E-12 5.359E-12 NE 1.903E-te 9.591E-11 6.854E-11 3.172E-11 2.012E-11 1.441E-11 1.115E-11 9.073E-12 7.679E-12 6.62EE-12 5.868E-12 ENE 1.689E-13 8.516E-11 5.371E-11 2.804E-11 1.771E-11 1.262E-11 9.69tE-12 7.82eE-12 6.556E-12 5.611E-12 4.924E-12 E 2.631E-te 1.311E-10 8.22eE-11 4.226E-11 2.629E-11 1.833E-11 1.375E-11 1.984E-11 8.879E-12 7.448E-12 6.403E-12 1 ESE 3.97CE-te 1.984E-te 1.25eE-18 6.487E-11 3.937E-11 2.711E-11 1.993E-11 1.534E-11 1.222E-15 ' 992E-12 8.353E-12 SE 2.12SE-te 1.065E-te 6.716E-11 3.452E-11 2.127E-11 1.471E-11 1.884E-11 8.354E-12 6.653E-ti . 432E-12 4.530E-12 SSE 1.181E-10 5.93eE-11 3.737E-11 1.919E-11 1.182E-11 8.146E-12 5.99eE-12 4.688E-12 3.667E-12 2.992E-12 2.495E-12 e....................... RELATIVE DEPOSITION PER UNIT AREA (Wee-2) BY DOWNWIND SECTORS ........................

SEGMENT SOUNDARIES IN MILES DIRECTION .5-1 1-2 2-3 3-4 4-5 5-19 19-26 29-3e 30-40 40-50 FROW SITE -

S 1.604E-09 5.977E-18 2.758E-19 1.627E-te 1.e72E-10 4.765E-11 1.538E-11 6.477E-12 3.693E-12 2.411E-12 SSW 9.769E-te 3.864E-18 1.858E-te 1.116E-te 7.407E-11 3.309E-11 1.874E-11 4.545E-12 2.610E-12 1.719E-12 SW 8.26eE-te 3.424E-te 1.697E-te 1.031E-18 6.871E-11 3.076E-11 9.984E-12 4.218E-12 2.418E-12 1.592E-12 CSW 1.570E-09 6.388E-10 3.135E-te 1.895E-10 1.259E-te 5.615E-11 1.811E-11 7.57BE-12 4.295E-12 2.801E-12 W 2.221E-09 8.153E-te 3.730E-10 2.1BBE-te 1.437E-te 6.354E-11 2.035E-11 8.467E-12 4.789E-12 3.124E-12 WNW 1.e41E-09 4.013E-19 1.90eE-te 1.1330-18 7.489E-11 3.331E-11 1.074E-11 4.516E-12 2.591E-12 1.718E-12 NW 1.023E-09 4.043E-te 1.943E-10 1.166E-19 7.739E-11 3.455E-11 1.12eE-11 4.746E-12 2.75eE-12 1.838E-12 NNW 1.407E-09 5.368E-te 2.415E-10 1.392E-10 9.teeE-11 3.979E-11 1.241E-11 5.166E-12 3.e14E-12 2.065E-12 N 2.513E-09 9.091E-10 4.116E-te 2.4e5E-te 1.57BE-te 6.98eC-11 2.241E-11 9.413E-12 5.444E .2 3.663E-12 NNE 4.495E-09 1.541E-09 6.579E-10 3.723E-te 2.417E-te 1.057E-18 3.365E-11 1.442E-11 8.688E-12 6.15:E-12 NE 4.196E-09 1.430E-09 6.148E-te 3.389E-te 2.29CE-10 1.012E-10 3.297E-11 1.463E-11 9.134E-12 6.658E-12 ENE 3.655E-09 1.259E-09 5.444E-10 3.114E-te 2.033E-18 8.98eE-11 2.915E-11 1.281E-11 7. 873E- 12 5.637E-12 E 6.157E-09 2.068E-09 8.723E-te 4.913E-10 3.177E-18 1.387E-10 4.484E-11 1.862E-11 1.e92E-11 7.485E-12 ESE 9.515E-09 3.142E-09 1.320E-09 7.442E-te 4.8e8E-te 2. tete-18 6.664E-11 2.751E-11 1.546E-11 1.ee5E-11 SE 4. 909E-09 1.645E-09 6.985E-te 3.961E-te 2.567E-te 1.126E-te 3.589E-11 1.491E-11 8. 417E-12 5.46eE-12 SSE 2.516E-09 8.711E-10 3.888E-te 2.187E-10 1.425E-10 6.261E-11 1.995E-11 8.262E-12 4.644E-12 3.eeBE-12 VENT AND BUILDING PARAMETERS:

RELEASE HEIGHT (WETERS) 61.0e REP. WINO HEICHT (WETERS) 53.3 DIAuETER (WETERS) '3.44 BUILDING HEIGHT (uETERS) 61.8 t

O ( 39270 '/90 LCS - WIXED-WODE RELEASE REACTOR ENCLOSURE (SOUTH YENT) 1991 '

CORRECTED FOR OPEN TERRAIN RECIRCULATION SPECIFIC POINTS OF INTEREST RELEASE TYPE OF DIRECTION DISTANCE X/Q r/Q y/Q ID LOCATION D/Q (WILES) (WETERS) (SEC/CUU.WETER) (SEC/ COB.WETER) (SEC/Ci>B.WETER) (PER SQ.WETER)

NO CECAY 2.269 DAY DECAY 6.000 DAY DECAY UNN PLETED UTEPtETED DEPLETED S SIIE BOUNDARY S e.81 1311. 1.412E-07 1.4e9E-07 1.274E-07 1. 395E-0 9 S SITE BOUNDARY $$W e.49 793. 2.121E-07 2.118E-07 1.948E-07 1.672E-89 S SITE BOUNDARY SW 0.61 975. 1.512E-07 1.589E-07 1.374E-07 1.05eE-09 S SITE BOUNDARY WSW 0.55 884 2.924E-07 2. 919E-87 2. 668E-07 2.294E-09 S SITE BOUNDARY W e.57 914 3.751E-e7 3.745E-07 3.411E-07 3.211E-e9 S SITE BOUNDARY WNW e.55 884 2.013E-07 2.009E-07 1.835E-07 1.553E-09 5 SITE BOUNDARY NW 0.59 945. 2.242E-87 2.237E-e7 2.035E-07 1.376E-e9

$ SITE BOUNDARY NNW 0.68 1997 2.211E-07 2.2e6E-07 2.eeeE-e7 1.576E-09 S SITE BOUNDARY N 0.63 1986. 5.343E-97 5.331E-87 4.825E-87 3.182E-e9 S SITE BOUNDARY NNE e.55 884. 1.e28E-06 1.e25E-e6 9.366E-07 6.987E-e9

$ SITE BOUNDARY HE e.53 853. 1.157E-06 1.154E-06 1.857E-06 6.909E-69 S SITE BOUNDVtY ENE 9.72 1158. 6.384E-07 6.285E-97 5.747E-07 3.789E-99 5 SITE BOUNDARY E 6.72 1158. 7.751E-07 7.732E-87 7.037E-07 6.379E-09 S SITE BOUNDARY ESE e.51 823. 1.538E-96 1.536E-86 1.485E-e6 1.67eE-88 5 SITE BOUNDARY SE e.76 1219. 3. 939E-67 3.932E-e7 3.537E-07 4.689E-09 S SITE BOUNDARY SSE e.78 1250. 2.178E-87 2.174E-07 1.954E-97 2.314E-09 5 RAILROAD TRACKS S 6.19 300. 1.274E-e6 1.274E-e6 1.228E-96 1.093E-e8

$ RAILROAD TRACKS SSW 0.14 225. 1.681E-06 1.68eE-e6 1. 623E~-06 9. 272E-09 S RAIL';OAD TRACKS SW 0.14 225. 1.588E-06 1.587E-06 1.533E-06 7.633E-99 5 RAILROAD TRACKS WSW e.14 225. 2.643E-e6 2.642E-e6 2.552E-e6 1.552E-08 S RAILROAD TRACKS W 0.14 225. 3.711E-06 3.71eE-06 3.584E-06 2.392E-e8 S RAILROAD TRACKS WNW 0.21 345. 9.071E-07 9.864E-e7 8.639E-97 5.871E-09 S RAILROAD TRACKS NW 8.28 450. 7.178E-e7 7.17eE-07 6.764E-07 3.862E-09 5 . INF0FJ8ATION CTR ESE e.55 884 1.385E-06 1.383E-06 1.261E-66 1.496E-98 5 FRICKS LOCK WSW 0.28 450. 7.745E-07 7.739E-07 7.297E-e7 5.964E-89 VENT AND BUILDING PARAMETECS:

RELEASE HEIGHT IMETERSl 61.00 REP. WIND HEIGHT CMETERS 53.3 DIAWETER l'WETERSS 3.44 BUILDING HEIGHT I METERS 61.0 EXIT VELOCITY (W/SEC j 7.32 BLOG. WIN.CRS.SEC. AREA SQ. WET RS 4596.0 HEAT EMISSICN RATE (CAL /SEC) ) 9.e 1,

AT THE RELEASE HEIGHT: AT THE WEASURED WIND HEIGHT ( 9.1 WETERS):

VENT RELEASE WODE WIND SPEED (WETERS/SEC) VENT RELEASE WODE WIND SPEED (WETERS/SEC) WIND SPEF3 (WETERS/SEC)

STABLE CONDITIONS URSTABLEt EUTRAL CONDITIONS ELEVATED LESS THAN 1.464 ELEVATED LESS THAN e.605 LESS THAN e.941 WIXED BETWEEN .1.464 AND 7.328 WIXED BETWEEN 0.685 AND 3.025 GETwEEN e.941 AND 4.7e5 GROUND LEVEL ABOVE 7.328 CROUND LEVEL ABOVE 3.825 ABOVE 4.705 l

Q g 39270C90 LCS - WIXED-WODE RELEASE TURBINE ENCLOSURE (NORTH VENT) 1991 2.260 DAY DECAY. UNDEPLETED CORRECTED FOR CPEN TERRAIN PECIRCUL ATION CORRECTED FOR OPEN TERRAIN RECIRCULATION USING SPECI AL 1ERRAth ADJUSTWENT FACTORS ANNUAL AVERAGE CHI /O (SEC/WETER CUBED) DISTANCE IN WILES SECTOR 0.258 9.500 0.758 1.000 1.500 2.000 2.500 3.eee 3.500 4.ees 4.5e0 S 6.995E-07 2.416E-e7 1.374E-07 9.531E-08 5.97EE-08 4.37eE-ea 3.430E-08 2.881E-03 2.349E-08 2.e tee-08 1.746E-08 SSW 5.511E-07 1.85eE-07 1.052E-07 7.425E-08 4.817E-08 3.60BE-08 2.88eE-08 2.383E-e8 2.020E-08 1.744E-08 1.526E-e8 SW 5.208E-87 1.751E-87 1.ee6E-87 7.144E-08 4.724E-08 3.612E-98 2.931E-08 2.454E-98 2.098E-08 1.822E-e8 1.603E-08 WSW 8.620E-87 2.989E-87 1.729E-07 1.234E-07 8.899E-08 6.095E-98 4.869E-08 4.023E-08 3.462E-08 2.92BE-08 2.556E-e8 W 1.201E-96 4.e34E-87 2.249E-07 1.547E-87 9.593E-08 6.977E-08 5.468E-08 4.464E-08 3.74EE-05 3.299E-08 2.792E-08 WNW 6.249E-87 2.848E-87 1.14 9E-87 7.954E-88 5.944E-88 3.774E-08 3.936E-08 2.534E-08 2.166E-08 1.884E-08 1.66eE-08 NW 7.798E-87 2.499E-87 1.38SE-87 9.519E-08 6.e58E-08 4.617E-08 3.782E-98 3.202E-08 2.766E-08 2.425E-08 2.15eE-88 NNW 9.11eE-e7 2.947E-87 1.682E-67 1.192E-87 7.798E-08 5.991E-98 4.761E-08 3.974E-08 3.395E-88 2.95eE-e8 2.598E-08 N 2.862E-e6 6.585E-e7 3.626E-87 2.488E-87 1.546E-07 1.136E-87 9.814E-08 7.451E-05 6.325E-88 5.475E-e8 4.809E-08 MNE 3.359E-e6 1.e48E-06 5.74 9E-97 3.959E-87 2.479E-07 1.834E-07 1.462E-87 1.214E-87 1.034E-07 8.982E-08 7.918E-98 NE 3.684E-06 1.125E-06 6.e58E-87 4.17eE-87 2.673E-07 2.318E-07 1.635E-87 1.373E-87 1.181E-07 1.033E-07 9.161E-e8 ENE 2.759E-06 8.644E-87 4.967E-87 3.595E-07 2.429E-07 1.861E-07 1.518E-87 1.264E-07 1.982E-07 9.421E-98 8.318E-e8 E 3.411E-06 1.181E-66 6.283E-e7 4.428E-87 2.845E-07 2.196E-07 1.669E-07 1.374E-07 1.163E-07 1.e03E-97 8.792E-08 ESE 4.388E-e6 1.432E-e6 7.859E-07 5.26eE-07 3.993E-07 2.169E-97 1.644E-97 1.316E-87 1.89eE-07 9.246E-08 7.989E-08 SE 1.916E-86 6.404E-87 3.559E-87 2.49eE-07 1.426E-07 9.996E-08 7.618E-08 6.096E-08 5.e42E-e8 4.271E-88 3.684E-08 SSE 1.11eE-06 3.728E-87 2.943E-87 1.379E-07 8.278E-e8 5.874E-e8 4.522E-08 3.E48E-08 3.035E-08 2.583E-08 2.237E-08 ANNUAL AVERAGE CHI /O (SEC/WETER CUBED) DISTANCE IN WILES BEARING 5.000 7.500 10.000 15.000 20.000 25.000 30.000 35.000 40.000 45.000 50.000 S 1.538E-08 9.273E-09 6.379E-09 3.713E-09 2.516E-09 1.851E-89 1.436E-09 1.157E-89 9.572E-te 8.088E-10 6.948E-te

$$W 1.353E-88 8.336E-89 5.812E-89 3.436E-09 ?.346E-99 1.735E-09 1.351E-09 1.09eE-09 9.037E-te 7.645E-10 6.573E-te 55 1.425E-08 8.842E-09 6.181E-09 3.658E-09 2.497E-09 1.846E-89 1.436E-09 1.159E-09 9.598E-10 8.115E-16 6.972E-te s.g 2.258E-e8 1.372E-88 9.467E-99 5.519E-09 3.733E-99 2.742E-09 2.124E-09 1.767E-89 1.410E-99 1.189E-89 1.82eE-89 W 2.461E-88 1.493E-08 1.934E-98 6.886E-09 4.154E-09 3.076E-69 2.400E-09 1.942E-09 1.614E-89 1.368E-09 1.179E-09 WNW 1.479E-08 9.287E-89 6.557E-99 3.941E-99 2.721E-09 2.030E-99 1.591E-89 1.291E-89 1.075E-69 9.134E-10 7.88eE-10 NW 1.925E-08 1.226E-68 8.717E-89 5.271E-09 3. 646E-09 2.722E-99 2.136E-99 1.734E-09 1.445E-99 1.227E-89 1.059E-09 NNW 2.315E-88 1.456E-88 1.932E-88 6.243E-89 4.333E-09 3.245E-89 2.552E-99 2.077E-89 1.733E-09 1.415E-09 1.275E-09

4 4.276E-08 2.681E-88 1. 401E-98 1.155E-98 8.848E-09 6.e52E-89 4.778E-99 3.992E-89 3.267E-89 2.788E-09 2.415E-09 NNE 7.066E-88 4.587E-88 3.240E-88 2.eleE-e8 1.422E-08 1.081E-98 8.618E-89 7.e81E-89 5.963E-89 5.114E-09 4.45eE-e9 NE 8.216E-88 5.326L-88 3.866E-98 2.426E-88 1.727E-08 1.319E-98 1.854E-98 8.691E-89 7.334E-e9 6.3eeE-89 5.489E-99 ENE 7.432E-98 4.756E-98 3.415E-68 2.118E-e8 1.495E-e8 1.135E-88 9.928E-89 7.416E-09 6.239E-89 5.345E-89 4.647E-09 E 7.897E-88 4.893E-08 3.478E-88 2.127E-88 1.49eE-88 1.126E-88 8.917E-09 7.382E-e9 6.129E-69 5.241E-99 4.549E-89 ESE 7.e19E-98 4.216E-86 2.921E-06 1.731E-98 1.191E-08 8.879E-09 6.971E-89 5.679E-89 4.734E-69 4.032E-09 3.488E-99 SE 3.228E-88 1.927E-88 1.326E-88 7.773E-09 5.309E-99 3.937E-89 3.876E-89 2.492E-09 2.874E-99 1.761E-89 1.52eE-69 SSE 1.965E-08 1.182E-98 6.153E-69 4.781E-89 3.258E-09 2.411E-09 1.88eE-89 1.52eE-89 1.26 3E-e9 1.0 71E-09 ' 9.226E-10 CHI /O (SEC/WETER CUBED) FOR EACH SEGMENT SEGMENT BOUND 4 RIES IN WILES 1-2 2-3 3-4 4-5 5-te 10-20 20-3e 30-49 40-50 DIRECTION .5-1 FROW SITE 2.349E-88 1.747E-08 9.343E-09 3.773E-89 1.862E-09 1.161E-69 8.105E-te S 1.418E-e7 6.052E-88 3.429E-08 1.092E-07 4. 859E-68 2.875E-08 2.019E-08 1.526E-08 8.368E-09 3.48eE-09 1.744E-09 1.094E-09 7.66eE-19 SSW 1.602E-08 8.86eE-89 3.703E-09 1.856E-09 1.162E-e9 8.131E-te SW 1.042E-07 4.768E-88 2.922E-88 2.995E-08 1.787E-07 8.150E-08 4.858E-88 3.399E-08 2.556E-08 1.38eE-08 5.602E-09 2.759E-09 1.713E-09 1.192E-09
  • WSW 2.793E-88 1.504E-08 6.173E-09 3.e93E-09 1.948E-99 1.371E-e9 W 2.33JE-e7 9.736E-08 5. 4 6 9E-08 3.747E-08 WNW 1.191E-07 5.126E-08 3.032E-08 2.164E-08 1. 65 9E-08 9.296E-69 3.98eE-09 2.039E-e9 1.295E-09 9.15eE-18 3.773E-08 2.761E-e8 2.14BE-08 1.224E-08 5.315E-09 2.734E-09 1.739E-69 1.229E-99 NW 1.441E-07 6.186E-08 1.458E-08 6.299E-99 3.258E-09 2.082E-89 1. 477E-09 NNW 1.745E-87 7.87eE-88 4.75eE-08 3.391E-88 2.598E-08 N 3.76eE-07 1.573E-67 9.014E-08 6.323E-08 4.809E-08 2.688E-08 1.165E-08 6.075E-09 3.910E-09 2.792E-89 NNE 6.eetE-07 2.519E-07 1.462E-07 1.034E-87 7.918E-08 4.512E-08 2.022E-08 1.084E-68 7.092E-99 5.120E-99 1.632E-87 1.18eE-07 9.158E-08 5.319E-08 2.435E-e8 1.322E-08 8.702E-09 6.306E-09 NE 6.373E-87 2.715E-07 4.752E-05 2.129E-08 1.138E-08 7.42BE-09 5.351E-09 5.174E-07 2.*36E-07 1.5057-07 1.eBeE-07 8.317E-e8 ENE 1.668E-07 1.162E-07 8.795E-08 4.912E-08 2.144E-08 1.129E-08 7.316E-09 5.248E-09 E 6.510E-07 2.868E-07 7.999E-08 4.261E-08 1.755E-08 8.923E-09 5.685E-09 4.039E-09 ME- 8.141E-07 3.160E-07 1.651E-07 1.092E-87 1.453E-07 7. 64 3E- 08 5.049E-08 3.689E-08 1.949E-08 7.897E-09 3.958E-09 2.500E-09. 1.764E-e9 E 3.676E-07 3.038E-08 2.239E-08 1.193E-08 4.853E-09 2.424E-09 1.525E-09 1.073E-09 dSE 2.123E-87 8.435E-88 4.533E-08

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39270Gn790 LCS - WIXED-WODE RELEASE .

CORRECTED FOR OPEN TERRAIN RECIRCULATIONTURDINE ENCLOSURE (NORTH VENT) 1991 CORRECTED FOR OPEN TERRAIN RECIRCULATION USING SPECI AL TERRAIN ADJUSTMENT FACTORS DIRECTION RELATIVE DEPOSITION PER UNIT AREAIN(Wee-2)

FROM SITE 0.25 0.50 0.75 DISTANCES WILES AT FIXED POINTS BY DOWNWIND SECTORS

  • eeeeeee***eeeeeeee.

1.00 1.50 2.00 2.50 S 3.00 3.50 4.e0 4.50 SSW 6.933E-09 2.638E-09 1.502E-09 1.021E-09 5.655E-10 3.734E-10 2.683E-10 2.03eE-10 3.989E-09 1. 281E- 10 1.052E- 19 SW 3.291E-09 1.548E-09 9.080E-10 6.380E-10 3.652E-10 2.469E-10 1.802E-19 1.378E-10 1.592E- 10 WSW WNW W 6.517E-09 2.472E-09 1.461E-09 1.045E-09 6.119E-10 4.180E-10 3.069E-10 2.355E-10 9.885E-09 3.646E-89 2.052E-09 1.387E-09 7.672E-10 5.042E-10 3.610E-10 2.724E-te 2.131E-10 1.506E-10 1.239E-10 4 . 427E-89 1.669E-89 9.610E-18 6.661E-10 3.778E-10 2.532E-10 1.837E-10 1.399E e3 1.101E-10 8.877E-11 1.712E-10 1.404E-10 NW 4.122E-89 7.296E-11 NNW 5.181E-09 1.593E-99 9.363E-18 6.591E-10 3.781E-10 2.556E-10 1.867E-10 1.428E-10 1.127E-10 9. ;e5E-11 7.493E-11 N 1.924E-892.270E-09 1.161E-88 4.962E-09 1.199E-09 7.691E-te 4.358E-10 2.921E-10 2.119E-10 1.614E-18 1.270E-10 1.024E-10 8.418E-11 NNE 1.522E-09 8.329E-te 5.448E-te 3.890E-19 2.931E-10 2.291E-10 1.839E-10 1.508E-10 t NE ENE 1.767E-48 6.81sE-89 1.527E-08 6.324E-89 3.796E-09 3.625E-09 2.486E-09 2.387E-09 1.308E-09 1.241E-09 8.365E-19 7.930E-10 5.577E-te5.885E-10 4.168E-10 4.395E-10 3.417E-10 3,246E-10 2.606E-10 2.738E-10 2.244E-te 2.141E-10 1.365E-88 6.286E-89 3.488E-09 2.211E-09 1.172E-09 7.442E-19 5.202E-10 3.867E-10 2.999E-10 2.399E-10 1.965E-10 2.595E-88 E '

ESE 4.575E-e8 1.059E-88 5.746E-e9 3.685E-09 1.932E-09 1.209E-09 8.358E-10 6.160E-10 4.746E-10 3.777E-10 3.e83E-10 SE 1.643E-08 8.803E-09 5.613E-99 2.907E-89 1.821E-99 1.262E-09 9.311E-10 7.176E-10 5.710E-10 4.655E-10 SSE 2.369E-08 8.431E-99 4.576E-89 2.939E-09 1.533E-89 9.665E-18 6.725E-10 4.979E-10 3.847E-10 3.e66E-10 2.503E-1 DIRECYEDN 1.169E-98 4.263E-09 2.335E-89 1.528E-09 8.162E-te 5.22SE-10 3.679E-10 2.744E-10 2.131E-10 1.703E-18 1.393E-10 FROW SITE DISTANCES IN WILES 5.ee 7.50 18.00 15.00 20.00 25.e6 30.00 35.00 S 8.78BE-11 4.469E-11 2.82 4E-11 40.00 45.00 50.e0 SSW 6.043E-11 3.094E-11 1.957E-11 1.462E-11 9.876E-12 6.325E-12 4.684E-12 3.616E-12 2.881E-12 2.35eE-12 1.953E-12 SW 5.636E-11 2.892E-11 1.816E-11 6.315E-12 4.41eE-12 3.271E-12 2.531E-12 2.020E-12 1.651E-12 1.376E-12 WSW 1.828E-11 1.721E-11 1.035E-te 5.288E-11 3.33EE-11 9.474E-12 5.886E-12 4.teeE-12 3.e36E-12 2.345E-12 1.869E-12 1.526E-12 1.27eE-12 W 1.170E-19 5.926E-11 3.734E-11 1.921E-11 1.066E-11 7.377E-12 5.436E-12 4.182E-12 3.323E-12 2.706E-12 2.248E-12 WNW 6.090E-11 3.184E-11 1.96eE-11 1.186E-11 8.193E-12 6.025E-12 4.629E-12 3.674E-12 2.989E-12 2.480E-12 NW. 6.261E-11 3.204E-11 2.926E-11 1.813E-11 6.276E-12 4.355E-12 3.214E-12 2.475E-12 1.968E-12 1.682E-12 1.331E-12 NNW 7.027E-11 3.583E-11 2.263E-11 1.35eE-11 6.521E-12 4.548E-12 3.369E-12 2.693E-12 2.975E-12 1.694E-12 1.410E-12 N 1.17eE-11 7.264E-12 5.071E-12 3.785E-12 2.963E-12 2.402E-12 1.996E-12 1.700E-12 1.257E-18 6.379E-11 4.821E-11 2.874E-11 NNE 1.873E-16 9.521E-11 6.937E-11 3.148E-11 1.282E-11 8.880E-12 6.543E-12 5.931E-12 3.994E-12 3.249E-12 2.695E-12 NE 1.968E-111.432E-11 1.792E-19 9.282E-11 5.864E-11 3.894E-11 1.958E-11 1.49eE-11 1.063E-11 6.454E-12 6.956E-12 5.856E-12 5.051E-12 ENE 1.641E-te 8.281E-11 5.223E-11 2.732E-11 1.729E-11 1.118E-11 9.153E-12 7.744E-12 6.687E-12 5.927E-12 E 2.567E-10 1.280E-18 8.022E-11 4.128E-11 2.573E-11 1.798E-11 1.236E-11 9.519E-12 7.785E-12 6.479E-12 5.56eE-12 4.891E-12 ESE 1.353E-11 1.069E-11 8.787E-12 7.359E-12 6.368E-12 SE 3.879E-te 1.934E-18 1.218E-te 6.250E-11 3.846E-11 2.648E-11 1.942E-11 1.488E-11 1.177E-11 9.549E-12 7.900E-12 SSE 2.083E-19 1.045E-193.673E-11 1.16eE-18 5.832E-11 6.588E-111.687E-11 3.389E-11 2.992E-11 1.448E-11 1.066E-11 8.186E-12 6.491E-12 5.272E-12 4.365E-12 1.164E-11 8.92EE-12 5.899E-12 4.526E-12 3.588E-12 2.915E-12 2.415E-12 e.......................

RELATIVE DEPOSITION PER UNIT AREA (Wo -2) BY DOWNWIND SECTORS ........................

SECWENT BOUNDARIES IN WILES DIRECTION .5-1 1-2 2-3 3-4 4-5 5-18 18-28 FROW SITE 20-30 30-4e 40-50 S 1.540E-09 5.813E-10 2.702E-10 1.599E-10 1.055E-10 4.696E-11 1.518E-11 6.492E-12 3.641E-12 SSW 9.303E-18 3.733E-19 1.81eE-10 1.091E-19 7.252E-11 3.244E-11 1.054E-11 2.36eE-12 SW 7.895E-10 3.326E-10 1.662E-10 1.013E-10 4.463E-12 2.548E-12 1.658E-12 6.759E-11 3.029E-11 9.837E-12 4.158E-12 2.361E-12 1.532E-12 WSW 1.501E-09 6.219E-10 3.080E-10 1.867E-10 1.242E-19 5.545E-11 1.789E-11 7.475E-12 4.213E-12 W 2.111E-09 7.880E-10 3.637E-10 2.141E-18 1. 4 09E- 19 6.236E-11 1.997E-11 2.719E-12 4

WNW 9.873E-19 3.865E-10 1.847E-10 1.105E-10 8.384E-12 4.664E-12 3.e84E-12 Nw 7.318E-11 3.259E-11 1.652E-11 4.411E-12 2.493E-12 1.610E-12 9.591E-10 3.862E-10 1.876E-10 1.130E-10 7.514E-11 3.368E-11 1.e9eE-11 4.602E-12 NNW 1.139E-89 4.469E-10 2.131E-10 1.275E-10 8.443E-11 3.762E-11 2.621E-12 1.782E-12 i

N 1.216E-11 5.142E-12 2.984E-12 2.007E-12 2.336E-89 8.580E-10 3.922E-10 2.302E-10 1.513E-10 6.704E-11 2.155E-11 8.996E-12 5.068E-12 NNE 3.883E-e9 1.36eE-09 5.95eE-10 3.438E-10 2.253E-10 1.002E-10 3.265E-11 3.265E-12 NE 3.674E-09 1.297E-e9 5.641E-10 3.266E-10 2.149E-10 1.417E-11 8.505E-12 5.884E-12 9.655E-11 3.205E-11 1.4 47E -11 9.195E-12 ENE 3.498E-09 1.213E-09 5.265E-10 3.018E-10 1.973E-10 8.727E-11 6.718E-12 E 5.907E-09 2.000E-09 8.475E-10 2.84eE-11 1.254E-t1 7.757E-12 5.585E-12 4.781E-10 3.097E-10 1.354E-10 4.303E-11 1.82 7E-11 1.078E-11 7.425E-12 ESE 9.080E-09 3.026E-99 1. 79E-09 7.227E-10 4.677E-10 2.046E-10 6.500E-11 2.685E-11 1.499E-11 SE 4.703E-09 1.594E-09 6.611E-10 3.873E-10 2.515E-10 1.104E-10 3.523E-11 9.59BE-12 SSE 2.405E-09 8.441E-10 3.7'8E-10 1. 4 67E-11 6.246E-12 5.297E-12 2.143E-10 1.398E-10 6.153E-11 1.962E-11 8.139E-12 4.561E-12 2.929E-12 VENT AND BUILDING PARAWETERS:

RELEASE HEIGHT WETERS 61 00 REP. WIND HEICHT uETERS 53.3 DIAMETER METERS '.33 BUILDING HEIGHT WETERS 61.0

LCS - dtXED-WODE RELEASE 392700v90 CORRECTED FOR OPEN TERRAIN RECIRCULATIONTURBINE ENCLOSURE (NORTH YENT) 1991 SPECIEIC POINTS OF INTEREST RELEASE TYPE OF ID DIRECTION DISTANCE LOCATION X/Q (WILES) X/O X/O D/Q N

N SITE BOUNDARf S 0.81 (WETERS) (SEC/

_ inorpt rTEDNO COB.WETER)

DECAY 2.268 DAY DECAY 8.eee DAY UNrYPLETED (SEC/CU6.WETER)

DECAY .

(SEC/CUS.

SITE BOUNDARY 1311. 1.233E-87 DEPtrTED '

N SSW e.49 793, 1.23eE-97 1.197E-97 t

N SITE BOUN9ARY SW 0.61 1. 890E-87 1.887E-87 1.344E-89 SITE BOUNDARY WSW 975. 1.343E-87 1.34eE-87 1.733E-87 1.579E-09

! N SITE BOUNDARY 9.55 884 2.620E-87 1.217E-87 N W e.57 914 2.616E-97 2.385E-07 9.987E-te SITE BOUNDARY WNW 3.354E-87 3.34 9E-87 2.174E-49 N SITE BOUNDARY NW 6.55 884 1.790E-47 1.787E-97 3.646E-87 3.e33E-49 N 9.59 945. 1.961E-87 1.629E-87 SITE BOUNDARY NNW 1. 977E-87 1.463E-99 N SITE BOUNDARY N 6.68 1997. 1.915E-07 1. 91eE-87 1.796E-e7 1.282E-99 N SITE BOUNDARY 6.63 1996. 4.711E-97 1.725E-87 N NME e.55 884 4.7e tE-47 4.248E-97 1.259E-69

  • SITE BOUNDARY NE 9.122E-87 9.181E-87 2.948E-99 N SITE BOUNDARY 6.53 853. 1.027E-06 1.925E-96 8.308E-87 5.952E-89 i N ENE 8.72 1158. 5.246E-47 9.381E-97 N

SITE BOUNDARY E e.72 1158. 5.23eE-E 4.747E-97 5.847E-99 SITE DOUNDARY ESE 6. 64 9E-97 6.632E- 47 3.62'E-49 N SITE BOUNDARY e.51 823. 1.385E-eS 6.994E-87 6.124E-09 N SE e.76 1219. 1.384E-86 1.266E-96 SITE BOUNDARY SSE 3.512E-e7 3.586E-87 1.587E-e8 i N

RAILROAD TRACKS S e.78 1250. 1.945E-87 1.941E-67 3.147E-87 4.500E-89 N 3AILROAD TRACKS SSW 8.19 300. 1.16eE-06 1.159E-96 1.74eE-67 2.217E-99 i N e.14 225. 1.515E-96 1.110E-96 N MILROAD TRACKS SW e.14 225. 1.515E-96 1.463E-06 1.018E-08  !

  • RAYLROAD TRACKS WSW e.14 1.448E-06 1.447E-86 is.529E-99 N

RAlf ROAD TRACKS W 225. 2.423E-96 2.422E-96 1.396E-06 7. 974E-89

' N RAIL COAD TRACKS WNW e.14 225. 3.357E-86 3.355E -96 2.34eE-86 1.437E-es N RAIIROAD TRACKS NW e.21 345. 8.174E-87 8.168E-87 3.242E-86 2.292E-es N INFf RMATION CTR ESE e.28 458. 6.403E-07 6.396E-87 7.785E-87 5.418E-49 N FRICKS LOCK WSW S.55 884. 1.247E~e6 1.245E-96 6.933E-97 3.536E-99 e.25 450. 7.078E-97 1.134E-96 7.872E-07 6.667E-87 1.423E-48 VENT AND BUILDING PARAMETERS: 5.57eE-99 RELEASE HEIGHT WETERSl 61.06 DIAMETER '4 (WETERSS.5.33 REP WIND HEIGHT EXIT VELOCITY BUILDING NEIGHT CWETER$1 53.3 (W/SEC > 7.68 (

METERSh 61.8 -

BLDG.NIN.CRS.SEC.

HEAT EMISSION RATE AREA (SQ.WETIRS 4596.e AT THE RELEASE HEIGHT: (CAL /SEC) ) 9.e VENT RELEASE WODE AT THE WEASURED WIND HEIGHT ( 9.1 METERS): .

WIND SPEED (WETERS/SEC) VENT RELEASE WODE ELEVATED LESS T'MN 1.536 WIND SPEED (WETERS/SEC) WING SPEED WIXED ELEVATED STABLE CONDITIONS UNSTABLE TERS/SEC)

BETWEEN 1.53f AND 7.666 WIXED LESS THAN e.635 LESS THA TRAL CONDITIONS e.987  ;

i GROUND LEVEL ABOVE 7.68e BETWEEN CROUND LEVE*. 8.635 AND 3.173 BETWEEN t ABOVE 3.173 ABOVE e.987 AND 4.937 i i 4.937 4

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O O n 3927067790 s

PAGE 60 PROGRAM: JFD VERSION: PC-1.1 Limerick Generating Station - JFD 30 FT LEVEL - July through December 1991 SITE IDENTIFIER:

DATA PERIOD EXAM!aED: 7/ 1/91 - 12/31/91

    • SEMI-AmePJAL "

STABILITY BASED Ou: DELTA T DETWEEN 266.0 AND 26.0 FEET Wie MEASURED AT: 30.0 FEET WIIS THREta0LD AT: .50 pra TOTAL IR8eER OF OB WRTATIW S: 4416 i YOTAL IR8WER OF WALID (WEERVATIOus: 4410 TOTAL IR5WER OF MISStuG (20ERVATitust: 6

  • PERCENT DATA RECOWERY FW TNIS PERItW: 99.9 1 IEAft W!m SPEED FtB TNIS PERIN: 4.T frW >

IE8WER OF OBSERVATItul$ WITS marew Wie SPEED: 5  ;

IRSWER OF (WSEtv4TIONS WITN tack 1F Wim DIRECTION: 9 IE2WER OF OBSERVATIONS WITN SACEDP STASILITY: 6 TOTAL answer OF (WSEtv4TitWS WITN SACIOP DATA: 9 I PERCENTAGE OCCURRENCE OF STABILITY CLASSES A B C D E F G +

1.27 2.77 5.60 41.59 31.52 11.32 5.94 DISTRIBUTich 0F Wie 019ECTION VS STABILITT e NME WE ENE E ESE SE SSE S SSW SW WSW W Wuw uW muu CAtsu A 0 0 0 0 0 0 1 1 3 8 32 8 1 0 2 0 0 s 0 2 2 0 1 0 5 2 3 13 36 27 19 8 4 0 0 C 9 3 2 7 6 4 6 3 to 30 49 17 29 37 23 12 0 0 94 66 52 76 75 63 78 90 108 142 112 110 188 280 174 126 0 ,

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i PAGE 66 PROGRAut: JFD VER$10N: PC-1.1 Lianerick Generating Stetton - JFD 30 FT LEVEL - January through December 1991 SITE IDENTIFIER:

DATA PERIOD E1UWetuED: 1/ 1/91 - 12/31/91

= AmuuAL

  • STASILITY BASED Ou: DELTA T SETWEEN 266.0 Ano 26.0 FEET WIS MEASURED AT: 30.0 FEET WIIS THRES#0LD AT: .50 are TOTAL utDeER OF OBSERVATIONS: 8760  !

TOTAL NIDGER OF WALID DOM RVATI0ms: 8753 TOTAL GR8eER OF MISSING OBSERVATIONS: 7 PERCENT DATA RECOWERY FOR TNIS PERitE: 99.9 1 MEA 81 WIIS SPEED Fth TNIS PERIGB: 5.2 tes

-IR8eER OF OBSERVATIONS WITN SACEUP Wise SPEED: 7 uuteER OF OSSERVATIONS WITN mm Vlue DIREtit0N: 9 ImmeER OF OBSERVATIONS WITN SACKUP STA8illTY: 56 TOTAL 9EpeER OF OSSERVATIows WIT 4 BACKUP DATA: 61

. PERCENTAGE OCCLRRENCE OF STABILITY CLASSES

-A B C D E F G

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O 39270690 PAGE 58 PROGRAM: JFD WERSION: PC-1.1 Llmerick Generating Station - JFD 175 FT LEVEL - July through Decodwr 1991 SITE IDENTIFIER:

DATA PERIOD EXAMINED: T/ 1/91 - 12/31/91

    • SEMI-ANNUAL **

STASILITY CLASS E  !

STASILITY BASED ON: DELTA T DETWEEN 266.0 AND 26.0 FEET I WIND EASURED AT: 170.0 FEET WIS THRESNOLD AT: .50 arN JOINT FREGUFMCY DISTRISWi!ON OF WIND SPEED AND DIRECTION IN NGJRS Af270.00 FEE ~ <

SPEED (NPN) N NME NE ENE E ESE SE $$E 5 SSW SW W5W W WW NW NNW TOTAL j CALM 0

.51- 3.50 4 2 3 3 5 2 7 to 12 8 7 5 3 4 8 1 89 3 3.51- 7.50 15 8 9 20 18 17 13 15 23 42 55 45 41 42 19 to 392 7.51-12.50 22 19 25 to 10 7 to 23 63 100 66 54 37 111 58 22 637 12.51-18.50 12 6 5 0 3 6 4 to 25 30 15 8 9 41 16 13 206 18.51-24.50 2 0 1 0 0 0 0 0 1 3 1 3 1 6 2 1 21

>24.50 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2

. TOTAL 55 35 43 33 36 32 34 58 128 183 144 115 97 -~

204 fn3 47 134T STAAILITY CLASS F STASILITT SASED ON: DELTA T BETWEEN 266.0 AND 26.0 FEET WIW E ASURED AT: 170.0 FEET WI W TNRE$NOLD AT: .50 prN JOINT FREGUENCY DISTRIBUTION OF WIS SPEED AS DIRECTION IN NOURS AT270.00 FEET SPEED (sPN) N NME NE ENE E ESE SE SSE $ SSW SW USW W WWW WW NuW TOTAL CALM 0

'.51- 3.50 3 2 2 0 2 2 6 12 10 7 4 8 to 9. T 3 87 3.51- 7.50 7 4 9 4 T 2 8 5 19 7 21 21 30 48 35 15 242 7.51-12.50 0 5 1 1 0 0 2 2 6 7 7 20

  • 54 23 2 139 12.51-18.50 1 0 1 0 0 2 0 0 0 1 1 2 2 13 0 0 23 18.51-24.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>24.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4

TOTAL 11 11 13 5 9 6 16 19 35 22 33 51 51 124 65 20 491 V

t

M O O - #

392700;/790 PAGE 59 PROGRAMt JFD VERSION: PC-1.1 Limerick Generating Station - JFD 173 FT LEVEL - July throuNh Decenter 1991 SITE IDENTIFIER:

DATA PEtIOC 2XAMINED: T/ 1/91 - 12/31/91

    • SEMI-ANNUAL **

STASILITY CLASS C STASILITT SASED ON: DELTA T BETWEEN 266.0 AND 26.0 FEET WIW NEASURED AT: 170.0 FEET WIW THRESNOLD AT: .50 wW JOINT FREeJENCT DISTRIEJTION OF WIN SPEED AND O!RECTION IN NOURS AT270.00 FEET SPEED (WW) N NME NE ENE E ESE SE SSE S SSW SW W5W W WNW NW kWW TOTAL CALM O

.51- 3.50 2 2 1 2 5 2 4 1 8 2 7 6 11 11 8 2 74 3.51- 7.50 3 1 0 1 0 1 0 9 3 10 7 5 12 45 24 7 128 T.51-12.50 1 1 1 0 0 0 0 1 2 3 5 2 4 13 11 2 46 12.51-18.50 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 18.31-24.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

>24.50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

. 101AL 6 4 2 3 5 3 4 11 13 15 19 13 27 73 43 11 252 STASILITY CLASS ALL STABILITT SASED ON: DELTA T DETWEEN 266.0 A m 26.0 FEET WIW MEASURED AT: 170.0 FEET WIND THRESNOLD AT: .50 MPN JOINT FREGUENCY DISTRIBUTION OF WIND 2PfED AND CIRECTION IN NOURS AT270.00 FEET

' SPEED (MPN) .N NNE ME ENE E ESE SE SSE S SSW SW tGW W WNW WW WWW TOTAL CALM 0

.51- 3.50 17 13 12 13 27 13 30 29 43 36 27 27 39 33 27 11 397  !

3.51- 7.50 '51 45 36 76 59 59 46 53 80 114 151 113 124 178 111 66 1362 )

7.51-12.50 73 65 61 45 41 32 45 63 138 194 166 136 120 267 165 89 1700 12.51-18.50 47 23 20 2 12 14 10 20 47 70 32 24 61 156 109 56 703 4 0 0 0 0 0 0 2 7 3 4 23 51 20 12 127 18.51-24.50 1 0 0 0 0 0 0 0 0 1 0 0 0 8 14 1 0 24

>24.50 TOTAL 192 146 130 136 1M .118 131 165 311 421 379 304 7 699 433 234 ~~4. 3

O O 3927 9 7790 PAGE 60 PROGRAM: JFD VERSION: PC-1.1 Limericit Generating Station - JFD 175 FT LEVEL - July through December 1991 SITE IDENTIFIER:

DATA PERIOD EXAMINED: 7/ 1/91 - 12/31/91

    • SEMI-ANNUAL **

STAstLITY SASED ON: DELTA T DETWEEN 266.0 Am 06.0 FEET WIND MEASURED AT 179.0 FEET Wile TNRESNOLD AT: .50 8FM TOTAL IRSEBER OF OBSERVATIONS: 4416 TOTAL IRSEBER OF VALIS OBSERVATIONS: 4313 TOTAL IRsEBER OF MIS $1NG OBSERVATIONS: 103 PERCENT DATA RECOVERY FOR TNIS PERIOD: 97.7 1 MEAN WIND SPEED FOR TNIS PERIOD: 9.0 IIPN

~ IR5GER OF OBSERVATIONS WITN SACRUP WIIS SPEED: 0 BR8eER OF (BSERVATIONS WITN SACIGP WIND DIRECTION: 0 IRDWER OF OBSERVATIONS WITN BAOOP STABILITY: 0 TOTAL Nt#E9ER OF OBSERVATIONS WITH SACEUP DATA: O PERCENTAGE OCCURRENCE OF STASILITY CLASSES A B C 0 E F G 1.28 2.83 5.73 41.71 31.23 11.38 5.84 DISTRIBUTION OF WIND DISECTION VS STASILITY N sNIE NE ENE E ESE SE SSE S SSW SW WSW W lAIW NW INIW CALM 0 0 0 0 0 0 0 2 3 13 27 8 4 0 1 0 0 A

s 0 2 2 0 1 3 l' 2 4 14 23 28 a 6 5 3 0 S 6 4 6 5 6 6 2 12 30 43 17 28 33 23 18 0 C

112 88 66 89 83 68 69 71 116 147 85 T2 146 259 193 135 0 3 47 0 55 35 43 33 36 32 34 58 128 183 144 115 97 204 103 E

11 11 13 5 9 6 16 19 35 22 33 31 51 12 <, 65 20 0 F

6 '4 2 3 5 3 4 11 13 15 19 13 27 71 43 11 0 G

146 130 136 139 118 131 165 311 421 379 304 375 699 433 234 0 TOTAL 192

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O 39270790 PAGE 63 PROGRAM: JFD2 VER$10N: PC-1.1 Limerick Generating Station - JFD 175 FT LEVEL - January through December 1991 SITE IDENTIFIER:

DATA PERIOD ENAMINED: 1/ 161 - 12/31/91

      • ANNUAL ***

STASILITY CLASS C STASILITY SASED Cal: DELTA T SETWEN 266.0 AND 26.0 FEET ,

WIND MEASURED AT: 170.0 FEET WIND flNtESNOLD AT: .50 wN JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECTION IN HOURS Af270.00 FEET

. SPEED (MPN) N NME NE ENE E ESE SE SSE S SSW SW WSW W WNW NW NNW TOTAL CALM O

.51- 3.50 0 0 0 0 0 0 0 0 1 2 0 1 0 1 1 0 6 3.51- 7.50 1 '4- 4 2 5 6 1 2 3 7 20 12 11 7 6 9 100 7.51-12.50 8 6 3 4 5 9 8 0 7 27 26 09 29 17 22 14 204 12.51-18.50 7 4 0 0 1 5 0 0 5 18 11 15 20 29 27 to 152 18.51-24.50 0 0 0 0 0 0 0 0 1 1 1 1 7 16 13 4 44

>24.50 0 0 0 0 0 0 0 0 0 0 0 2 5 4 -3 1 15

, total 16 14 7 6 11 20 9 -2 17 55 58 50 72 74 72 38 521 STAtlLifY CLASS 0 l STASILITY BASED ON: DELTA T BETWEEN 266.0 AND 26.0 FEET WIND MEASURED AT: 170.0 FEET WIND THRESNOLD AT: .50 MPN JOINT FREQUENCY DISTRIBUTION OF WIND SPEED AND DIRECil0N IN HOURS AT270.00 FEET SPEED (mph) N NME WE ENE E ESE SE SSE S SSW SW WSW W WNW NW WNW TOTAL utM . O

.51- 3.50 18 11 12 11 22 14 19 15 20 24 17 20 21 12 10 .8 254 3.51- 7.50 50 65 39 107 66 63 43 35 50 66 54 47 70 85 63 '47 950 7.51-12.50 99 89 81 113 132 46 41 41  % 118 59 51 72 167 141 95 1441 '

12.51-18.50 55 25 15 to 53 24 12 22 39 69 14 24 91 200 192 87 932 i 18.51-24.50 7 1 0 0 -5 1 1 5 1 5 0 7 55 105 60 21 274

>24.50 0 0 0 0 0 0 0 0 0 0 0 4 13 71 8 1 97 total 229 191 147 241 278 148 116 118 206 282 144 153 322 640 474 259 3968 I

I

=

e O 3927 0 7790 PAGE 64 PROGRAM: JF0 VERSION: PC-1.1 Liedrick Generatics Station - JFD 175 FT LEVEL - January through December 1991 SITE IDENTIFIER:

DATA PERIOD EXAMINED: 1/ 1/91 - 12/31/91

  • ANNUAL
  • 3fASILITY CLASS E I STASILITY SASED ON: DELTA T SETWEEh 266.0 AND 26.0 FEET WIW MASURED AT: 170.0 FEET WIN TNRESNOLD AT: .50 MH JOINT FREGUENCY DISTRIOUTION OF WIS SPEED AND DIRECTION IN NOUR$ ATZ70.00 FEET SPEED N NME NE ENE E ESE SE SSE S SSW SW WSW W neuf NW NNW TOTAL (NPN) 0 CALM 7 6 6 to '21 18 15 14 6 10 9 11 2 156

.51- 3.50 7 5 8 40 16 715 48 26 30 33 26 41 60 83 75 85 93 3.51- 7.50 25 15 19 106 94 211 104 41 1158 7.51-12.50 37 29 '35 19 24 16 18 46 96 152 130 9 2 15 13 12 16 57 63 36 26 30 96 37 24 462 12.51-18.50 16 to -

4 5 50 18.51-24.50 2 0 1 0 5 1 0 1 3 6 8 3 12 1 0 0 0 0 0 0 0 1 2 1 0 1 0 0 0 5 m24.50 0 87 59 T2 76 74 66 73 110 216 298 2 72 216 225 421 197 84 2546

  • TOTAL STASILITY CLASS F STASILITY BASED ON: DELTA T BETWEEN 266.0 AND 26.0 FEET Wie MEASURED AT: 170.0 FEET

,Wie THRESNOLD AT: .50 WM JOINT FREGLENCY DISTRIOUTION OF WIS SPEED Am DIRECTION IN NOURS AT270.00 FEET SPEED E ESE SE ' SSE S SSW SW WSW W WNW WW- NNW TOTAL (wM) N NME NE ENE P

CALM 13 4 140 6 2 7 5 7 12 16 17 11 12 12

.51- 3.50 3 3

- to 17 9 to 6 13 to 24 18 41 w 55 76 57 23 425 i 3.51- 7.50 16 8 8 20 33 20 95 31 6 251  !

6 8 3 2 4 1 3 3 '

7.51-12.50 2 5 2 2 23 1 1 46 2 0 1 4 'O O 1 12.51-18.50 1 1 2 0 0 2 0 0 0 0 0' O O O 'O O O O O 18.51-24.50 0 .0 0 0 0 0 0 0 0

>24.50 0 0 0 0 0 0 0 0 total 7 22 7 13 22 16 23 7 49 45 7 85 89 208 102 34 864

-,-.6,.u=- .

--...--m e P

O 39270790 PAGE 65 PROGRAM: JFD YER$10N: PC-1.1 Limerick Generating Station - JFD 175 FT LEVEL - January through December 1991 SITE IDENTIFIER:

DATA PERIOD EXAMINED: 1/ 1/91 - 12/31/91

. Augugt t STASILITY CLASS G STASlilTY SASED ON: DELTA T SETW EN 266.0 AND 26.0 FEET WIND MEASURED AT: 170.0 FEET WIIS THRESNOLD AT: .50 MW JOINT FREeuENCY DISTRIBUTION OF WIND SPEED AND DIRECTION IN NOURS AT270.00 FEET SPEED (WW) N NME NE ENE E ESE SE SSE S SSW SW WSW W WNW W NNW TOTAL CALM 0

. 51- 3.50 3 2 2 3 6 2 8 3 12 9 14 13 16 13 8 3 117 3.51- 7.50 9 2 1 5 2 6 1 to 7 15 19 13 29 73 41 13 246 7.51-12.50 1 2 1 0 1 2 0 1 2 3 9 5 6 42 18 3 96  !

12.51-18.50 0 0 0 0 0 0 0 0 0 0 1 0 0 7 0 0 8 18.51-24.50 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0

>24.50 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0

, TOTAL 13 6 4 8 9 10 9 14 21 2; 43 31 51 135 67 19 467 l

STABILITY CLASS ALL STASILITY SASED ON: DELTA T BET W EN 266.0 AND 26.0 FEET WIND MEASURED AT: 170.0 FEET WIND THRESNOLD AT: .50 MPN

JolNT FREQUENCY DISTRIOUTION OF WIND SPEED AND DIRECTION IN NOURS AT270.00 FEET SPEED (MPN) N WWE WE ENE E ESE SE SSE 1 SSW SW WSW W 1And W NNW TOTAL CALM 0

.51- 3.50 31 21 28 23 41 27 44 51 67 67 56 50 60 47 43 18 674 3.51- 7.50 101  % 80 171 110 114 93 83 127 174 232 197 255 334 207 109 2483 7.51-12.50 151 136 125 138 166 75 71 97 213 327 292 248 257 537 321 162 3316 12.51-18.50 80 40 25 12 70 51 24 38 107 161 76 82 155 362 266 122 1671 18.51-24.50 9 1 1 0 8 2 1 6 9 12 to 14 70 140 83 26 392 i >24.50 0 0 0 0 0 0 0 0 1 2 1 8 20 75 11 2 120 TOTAL 3 72 294 259 344 395 269 233 275 574 143 667 599 817 1495 931 439 8656 r

I) a 39270',07790 PAGE 66 PROGRAM: JF0 VERSION: PC-1.1 Limerick Generating Station - JFD 175 FT LEVEL - January throuNh Decoster 1991 SITE IDENTIFIER:

DATA PERIOD EXAMINED: 1/ 1/91 - 12/31/91 anguAL ***

STASILITY SASED ON: DELTA T SETWEEN 266.0 Ale 26.0 FEET I WIND MEASURED AT: 170.0 FEET l WIIe THRESNOLD AT: .50 prN  !

TOTAL IRAGER OF OBSEtw?.it0NS: 8760 TOTAL IRAGER OF YALIO (WSERVAfl0NS: 8656 TOTAL IRAGER CF MISSING 099ERVATIONS: 104 PERCENT DATA RECOVERY F02 TNIS PERI (B: 96.8 %

MEAN WING SPEED FOR TNtS PERI (2: 9.8 frN ,

" IR8WER OF OBSERVATIorst WITN BACKUP WIND SPEED: 19  !

3 RAWER OF OBSERVATIONS WITN BACKUP WIND DIRECTION: 21 IR5WER OF OBSERVATIONS WITN BACKUP STAsILITY: 50 TOTAL IRAWER OF OBSERVATI(NIS WITN BACKUP DATA: 7D PERCENTAGE OCCURRENCE OF STAelLITY CLASSES A B C D E F G

.99 2.59 6.02 45.61 29.41 9.98 5.40  ;

DISTRIOUTICII 0F WIND DICcCTICII VS SitJILITY N INIE isE ENE E ESE SE SSE 'S 594 SW WSW W WWW . IIW IINW CALM A .0 0 0 0 0 0 0 2 5 12 37 16 13 0 1. 0 0 s 0 2 2 0 1 9 .3 4 to 24 36 48 45 17 18 . 5 0 C 16 14 7 6 11 20 9 2 17 55 58 59 72 74 72 38 0 D 229 191 147 241 278 148 116 118 206 292 144'. 15L 322 640 474- 259. 0

-E 87 59 72 76 74 66 73 110 2t6 298 2 72 216 225 421 197 84 0 F 2T 22 27 13 22 16 23 25 49 45 77 85 89 208 102 34 0  ;

G '13 6- . 4 8 9 10 9 14 21 27 43 31 51 135 67 19 0 TOTAL 3 72 294 259 344 395 269 233 275 524 - 43 667 599 817 . 1495 931 439 0 p

t I

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