LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-94 Through Page 2-98

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SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-94 Through Page 2-98
ML14071A336
Person / Time
Site: Salem  PSEG icon.png
Issue date: 03/07/2014
From: Blount D R, Chalfant L
Public Service Enterprise Group, Sargent & Lundy
To:
Office of Nuclear Reactor Regulation
Shared Package
ML14071A399 List:
References
LR-N14-0042 SL-012270, Rev 0
Download: ML14071A336 (5)


Text

PSEG Nuclear LLC Salem Generating Station Flood Hazard Reevaluation

SL-012270 Revision 0 Project No.: 12800-213 Page 2-94 Figure 2.4-6 Delaware Bay Orientation and Storm Track Angles Legend PSEG Site PSEG Nuclear LLC Salem Generating Station Flood Hazard Reevaluation

SL-012270 Revision 0 Project No.: 12800-213 Page 2-95 Figure 2.4-7 Production Storm Tracks Legend PSEG Site PSEG Nuclear LLC Salem Generating Station Flood Hazard Reevaluation Figure 2.4-8 SL-012270 Revision 0 Project No.: 12800-213 Surge Response Function for Tracks Parallel to the Axis of Delaware Bay Page 2-96 1 1 2 3 4 5 6 7 Track Reference Number Note: Solid black lines denote results for Rmax = 30 NM. Dashed lines denote the results for Rmax = 45 NM. For both sets of lines, the lowest central pressure (908 mb) gives highest surges and the highest central pressure (948 mb) gives the lowest surges. The intermediate cases with pressures of 918, 928, and 938 mb are arranged in descending order between these two limits. Sargent &

PSEG Nuclear LLC SL-012270 Revision 0 Project No.: 12800-213 Salem Generating Station Flood Hazard Reevaluation Figure 2.4-9 Surge Response Function for Tracks 22.5 Degrees Counterclockwise to the Axis of Delaware Bay -E -

1 2 3 4 5 6 1 T rae k R eferene e N urn ber Note: Solid black lines denote results for Rmax = 30 NM. Dashed lines denote the results for Rmax = 45 NM. For both sets of lines, the lowest central pressure (908 mb) gives highest surges and the highest central pressure (948 mb) gives the lowest surges. The intermediate cases with pressures of 918, 928, and 938 mb are arranged in descending order between these two limits. Page 2-97 Sargent & Lundyl.e PSEG Nuclear LLC Salem Generating Station Flood Hazard Reevaluation Figure 2.4-10 SL-012270 Revision 0 Project No.: 12800-213 Still Water Level Annual Exceedance Probability for the PSEG Site """ Q) c. (/110-1 Q) (J c: Q) t: :::i o Page 2-98 -0 per 11J 00 IJ 00 ars with:llt A leatay u-.certairty --

per 11J00 IJOO with Aleatory

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........ -..., ........... "-. '-""-,,-1"--'"". '" 1 I 1 -'-I _J_ -'-I L _l _I 5 5.5 6 6.5 7 7.5 8 8.5 Surge Height (meters) Sargent; & Lundylll>