ML15030A242

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Appendix a, Mass Flux Calculations
ML15030A242
Person / Time
Site: Salem  PSEG icon.png
Issue date: 09/22/2014
From:
ARCADIS U.S.
To:
Office of Nuclear Reactor Regulation, Public Service Enterprise Group
Shared Package
ML15030A230 List:
References
NP000571.2014
Download: ML15030A242 (7)
v • d • e


Text

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=computed MassFluxBetweenWellsBBAHD HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 144 ft VolumetricFlux(Q) 82.5663722 ft^3/d Q=K*i*b*w AverageConcentration(C) 503 pCi/L Maximumshallowconcentration MassFlux(M) 1,176,024 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 144 ft VolumetricFlux(Q) 18.7650846 ft^3/d Q=K*i*b*w AverageConcentration(C) 503 pCi/L Maximumshallowconcentration MassFlux(M) 267,278 pCi/d M=Q*C HF+RD=

1,443,302 pCi/d HF+RD=

0.0005 Ci/yr MassFluxBetweenWellsAHDAGD HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 99 ft VolumetricFlux(Q) 56.7981887 ft^3/d Q=K*i*b*w AverageConcentration(C) 589 pCi/L Averageshallowconcentration MassFlux(M) 947,852 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 99 ft VolumetricFlux(Q) 12.9086793 ft^3/d Q=K*i*b*w AverageConcentration(C) 589 pCi/L Averageshallowconcentration MassFlux(M) 215,421 pCi/d M=Q*C HF+RD=

1,163,273 pCi/d HF+RD=

0.0004 Ci/yr AppendixA:MassFluxCalculations Shallow,WaterBearingUnit PSEGNuclear,LLC,SalemGeneratingStation,HancocksBridge,NewJersey

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=computed AppendixA:MassFluxCalculations Shallow,WaterBearingUnit PSEGNuclear,LLC,SalemGeneratingStation,HancocksBridge,NewJersey MassFluxBetweenWellsAGDZ HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 215 ft VolumetricFlux(Q) 122.8216 ft^3/d Q=K*i*b*w AverageConcentration(C) 702 pCi/L Averageshallowconcentration MassFlux(M) 2,441,500 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 215 ft VolumetricFlux(Q) 27.9140001 ft^3/d Q=K*i*b*w AverageConcentration(C) 702 pCi/L Averageshallowconcentration MassFlux(M) 554,886 pCi/d M=Q*C HF+RD=

2,996,387 pCi/d HF+RD=

0.0011 Ci/yr MassFluxBetweenWellsZY HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 106 ft VolumetricFlux(Q) 60.632 ft^3/d Q=K*i*b*w AverageConcentration(C) 728 pCi/L Maximumshallowconcentration MassFlux(M) 1,250,481 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 106 ft VolumetricFlux(Q) 13.78 ft^3/d Q=K*i*b*w AverageConcentration(C) 728 pCi/L Maximumshallowconcentration MassFlux(M) 284,200 pCi/d M=Q*C HF+RD=

1,534,681 pCi/d HF+RD=

0.0006 Ci/yr

=input

=computed AppendixA:MassFluxCalculations Shallow,WaterBearingUnit PSEGNuclear,LLC,SalemGeneratingStation,HancocksBridge,NewJersey MassFluxBetweenWellsYBC HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 83 ft VolumetricFlux(Q) 47.3966807 ft^3/d Q=K*i*b*w AverageConcentration(C) 357 pCi/L Maximumshallowconcentration MassFlux(M) 479,138 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 83 ft VolumetricFlux(Q) 10.7719729 ft^3/d Q=K*i*b*w AverageConcentration(C) 357 pCi/L Maximumshallowconcentration MassFlux(M) 108,895 pCi/d M=Q*C HF+RD=

588,034 pCi/d HF+RD=

0.0002 Ci/yr MassFluxBetweenWellsBCBE HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 279 ft VolumetricFlux(Q) 159.513151 ft^3/d Q=K*i*b*w AverageConcentration(C) 378 pCi/L Averageshallowconcentration MassFlux(M) 1,705,133 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 279 ft VolumetricFlux(Q) 36.2529888 ft^3/d Q=K*i*b*w AverageConcentration(C) 378 pCi/L Averageshallowconcentration MassFlux(M) 387,530 pCi/d M=Q*C HF+RD=

2,092,664 pCi/d HF+RD=

0.0008 Ci/yr

=input

=computed AppendixA:MassFluxCalculations Shallow,WaterBearingUnit PSEGNuclear,LLC,SalemGeneratingStation,HancocksBridge,NewJersey MassFluxBetweenWellsBEBG HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 706 ft VolumetricFlux(Q) 403.840507 ft^3/d Q=K*i*b*w AverageConcentration(C) 408 pCi/L Averageshallowconcentration MassFlux(M) 4,665,680 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 706 ft VolumetricFlux(Q) 91.7819334 ft^3/d Q=K*i*b*w AverageConcentration(C) 408 pCi/L Averageshallowconcentration MassFlux(M) 1,060,382 pCi/d M=Q*C HF+RD=

5,726,062 pCi/d HF+RD=

0.0021 Ci/yr MassFluxBetweenWellsBGBH HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 464 ft VolumetricFlux(Q) 265.499208 ft^3/d Q=K*i*b*w AverageConcentration(C) 418 pCi/L Maximumshallowconcentration MassFlux(M) 3,142,566 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 464 ft VolumetricFlux(Q) 60.3407292 ft^3/d Q=K*i*b*w AverageConcentration(C) 418 pCi/L Maximumshallowconcentration MassFlux(M) 714,220 pCi/d M=Q*C HF+RD=

3,856,785 pCi/d HF+RD=

0.0014 Ci/yr

=input

=computed AppendixA:MassFluxCalculations Shallow,WaterBearingUnit PSEGNuclear,LLC,SalemGeneratingStation,HancocksBridge,NewJersey MassFluxBetweenWellsBHBK HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 454 ft VolumetricFlux(Q) 259.92035 ft^3/d Q=K*i*b*w AverageConcentration(C) 233 pCi/L Maximumshallowconcentration MassFlux(M) 1,714,909 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 454 ft VolumetricFlux(Q) 59.0728068 ft^3/d Q=K*i*b*w AverageConcentration(C) 233 pCi/L Maximumshallowconcentration MassFlux(M) 389,752 pCi/d M=Q*C HF+RD=

2,104,661 pCi/d HF+RD=

0.0008 Ci/yr MassFluxBetweenWellsBKBL HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 366 ft VolumetricFlux(Q) 209.249609 ft^3/d Q=K*i*b*w AverageConcentration(C) 233 pCi/L Maximumshallowconcentration MassFlux(M) 1,380,592 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 366 ft VolumetricFlux(Q) 47.5567293 ft^3/d Q=K*i*b*w AverageConcentration(C) 233 pCi/L Maximumshallowconcentration MassFlux(M) 313,771 pCi/d M=Q*C HF+RD=

1,694,363 pCi/d HF+RD=

0.0006 Ci/yr

=input

=computed AppendixA:MassFluxCalculations Shallow,WaterBearingUnit PSEGNuclear,LLC,SalemGeneratingStation,HancocksBridge,NewJersey MassFluxBetweenWellsBLBO HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 647 ft VolumetricFlux(Q) 369.834605 ft^3/d Q=K*i*b*w AverageConcentration(C) 329 pCi/L Maximumshallowconcentration MassFlux(M) 3,448,960 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 647 ft VolumetricFlux(Q) 84.0533194 ft^3/d Q=K*i*b*w AverageConcentration(C) 329 pCi/L Maximumshallowconcentration MassFlux(M) 783,854 pCi/d M=Q*C HF+RD=

4,232,814 pCi/d HF+RD=

0.0015 Ci/yr MassFluxBetweenWellsBOBP HydraulicandStructuralFill Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 22 ft xsectEE' PlumeorUnitWidth(w) 463 ft VolumetricFlux(Q) 264.614149 ft^3/d Q=K*i*b*w AverageConcentration(C) 329 pCi/L Maximumshallowconcentration MassFlux(M) 2,465,210 pCi/d M=Q*C RiverbedDeposits Source AverageHydraulicConductivity(K) 6.5 ft/d GroundwaterFlowModel AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 5 ft xsectEE' PlumeorUnitWidth(w) 463 ft VolumetricFlux(Q) 60.1395793 ft^3/d Q=K*i*b*w AverageConcentration(C) 329 pCi/L Maximumshallowconcentration MassFlux(M) 560,275 pCi/d M=Q*C HF+RD=

3,025,484 pCi/d HF+RD=

0.0011 Ci/yr TotalShallowWaterBearingUnit=

0.0111 Ci/yr

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=computed MassFluxBetweenWellsPAAV BasalSand Source AverageHydraulicConductivity(K) 5 ft/d Dames&MooreMay23,1974 AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 18 ft xsectEE' PlumeorUnitWidth(w) 519 ft basedonPandAAVwelllocations VolumetricFlux(Q) 187.02 ft^3/d Q=K*i*b*w AverageConcentration(C) 7,753 pCi/L Maximumconcentration MassFlux(M) 41,055,267 pCi/d M=Q*C VincentownFormation Source AverageHydraulicConductivity(K) 11.34 ft/d Estimatedfromthe2013WellAAVspecificcapacitytest(ARCADIS2014)

AverageHydraulicGradient(i) 0.0051 ft/ft Estimatedfromthe2013meanhydraulicgradientstudy(ARCADIS2014)

AverageSaturatedThickness(b) 20 ft xsectEE'andAppendixB,upperthirdoffullthickness PlumeorUnitWidth(w) 519 ft basedonPandAAVwelllocations VolumetricFlux(Q) 600.89 ft^3/d Q=K*i*b*w AverageConcentration(C) 7,753 pCi/L Maximumconcentration MassFlux(M) 131,910,573 pCi/d M=Q*C KW+Vin=

172,965,840 pCi/d KW+Vin=

0.0631 Ci/yr MassFluxBetweenWellsAAVL BasalSand Source AverageHydraulicConductivity(K) 5 ft/d Dames&MooreMay23,1974 AverageHydraulicGradient(i) 0.004 ft/ft EstimatedfromRemedialInvestigationReport(ARCADIS2004a)AppendixB(notspecificforthisunit)

AverageSaturatedThickness(b) 18 ft xsectEE' PlumeorUnitWidth(w) 442 ft basedonAAVandLwelllocations VolumetricFlux(Q) 159.003079 ft^3/d Q=K*i*b*w AverageConcentration(C) 7,753 pCi/L Maximumconcentration MassFlux(M) 34,905,366 pCi/d M=Q*C VincentownFormation Source AverageHydraulicConductivity(K) 11.34 ft/d Estimatedfromthe2013WellAAVspecificcapacitytest(ARCADIS2014)

AverageHydraulicGradient(i) 0.0051 ft/ft Estimatedfromthe2013meanhydraulicgradientstudy(ARCADIS2014)

AverageSaturatedThickness(b) 20 ft xsectEE'andAppendixB,upperthirdoffullthickness PlumeorUnitWidth(w) 442 ft basedonAAVandLwelllocations VolumetricFlux(Q) 510.876894 ft^3/d Q=K*i*b*w AverageConcentration(C) 7,753 pCi/L Maximumconcentration MassFlux(M) 112,150,941 pCi/d M=Q*C KW+Vin=

147,056,308 pCi/d KW+Vin=

0.0537 Ci/yr TotalDeeperGroundwater=

0.117 Ci/yr TOTALMASSFLUX=

0.128 Ci/yr :MassFluxCalculations DeeperGroundwater PSEGNuclear,LLC,SalemGeneratingStation,HancocksBridge,NewJersey

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