ML14071A336

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

ML14071A336
Person / Time
Site:	Salem
Issue date:	03/07/2014
From:	Blount D, Chalfant L Public Service Enterprise Group, Sargent & Lundy
To:	Office of Nuclear Reactor Regulation
Shared Package
ML14071A399	List: LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Cover Through Page 1-4 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 1-5 Through Page 1-7 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 1-8 Through Page 2-5 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-18 Through Page 2-34 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-35 Through Page 2-55 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-56 Through Page 2-93 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-6 Through Page 2-17 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-94 Through Page 2-98 LR-N14-0042, SL-012270, Revision 0, Salem Generating Station Flood Hazard Reevaluation, Page 2-99 Through End LR-N14-0042, Salem, Units 1 & 2, Pseg Nuclear Llc'S Response to Request for Information Regarding Flooding Aspects of Recommendation 2.1 of Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident - Generating Station Flood Hazard ML14071A331 ML14071A332 ML14071A333 ML14071A335 ML14071A336 ML14071A400 ML14071A401 ML14071A402 ML14071A403
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 9~----~------~-----'------~-----'------~-----'

8~----~-----+----~r-----~-----+----~~--~

3~-----¥~----+------+------~-----;------~~~~

2~----~------+------+------~-----;------~----~

Page 2-96 1 ~----~-----+------r-----~-----+----~r---~

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 &

Lundy~LC

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 -

g------~----~----~----~----~------~--~

1~----+----+~----~r-~-+----~------~--~

3~----~~--;------r-----+----~--~~~~~

2~----+-----;------r-----+----~------~--~

1~----+-----~-----+----~----~r-----+---~

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 oourre~es per 11J 00 IJ 00 ~ ars with:llt A leatay u-.certairty

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Ooourre~es per 11J00 IJOO ~ars with Aleatory U~erhirty

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1 I

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5 5.5 6

6.5 7

7.5 8

8.5 Surge Height (meters)

Sargent; &

Lundylll>