PSEG Power, LLC

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Western Boundary of PEZ Rough Creek Graben Association Magnitude Range Weighting Seismotectonic Zones Seismogenic Crustal Thickness Rupture Geometry Degree of Smoothing Seismicity Parameters Maximum Magnitude Seismicity Spatial Variability Approach AHEX ECC-AM ECC-GC GHEX GMH IBEB NAP OKA PEZ-W RR SLR MidC-C AHEX ECC-AM ECC-GC GHEX GMH IBEB NAP OKA PEZ-W RR-RCG SLR MidC-D Variable a and b (1.0) Variable a and b (1.0) Variable a and b (1.0) Variable a and b (1.0) Objective (1.0) Objective (1.0) Objective (1.0) Objective (1.0) Wide Interpretation With Midcontinent With Reelfoot Case A Case B Case E Case A Case B Case E (0.2) (0.667) (0.333) (0.3) (0.3) (0.4) (0.3) (0.3) (0.4) PSEG Power, LLC PSEG Site ESPA Part 2, Site Safety Analysis Report Rev 0 Seismotectonic Branch of Logic Tree for CEUS SSC Model (cont.) FIGURE 2.5.2-69b Figure source: Figure H-4-1(b) of NUREG-2115

Transcript of PSEG Power, LLC

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WesternBoundary

of PEZ

Rough CreekGraben

Association

MagnitudeRange

Weighting

SeismotectonicZones

SeismogenicCrustal

Thickness

RuptureGeometry

Degree ofSmoothing

SeismicityParameters

MaximumMagnitude

SeismicitySpatial

VariabilityApproach

AHEX

ECC-AM

ECC-GC

GHEX

GMH

IBEB

NAP

OKA

PEZ-W

RR

SLR

MidC-C

AHEX

ECC-AM

ECC-GC

GHEX

GMH

IBEB

NAP

OKA

PEZ-W

RR-RCG

SLR

MidC-D

Variablea and b

(1.0)

Variablea and b

(1.0)

Variablea and b

(1.0)

Variablea and b

(1.0)

Objective

(1.0)

Objective

(1.0)

Objective

(1.0)

Objective

(1.0)

WideInterpretation

WithMidcontinent

WithReelfoot

Case A

Case B

Case E

Case A

Case B

Case E

(0.2)

(0.667)

(0.333)

(0.3)

(0.3)

(0.4)

(0.3)

(0.3)

(0.4)

PSEG Power, LLC

PSEG Site ESPAPart 2, Site Safety Analysis Report

Rev 0

Seismotectonic Branch of Logic Treefor CEUS SSC Model (cont.)

FIGURE 2.5.2-69bFigure source: Figure H-4-1(b) of NUREG-2115