ML14071A458

SL-012271, Revision 0, Hope Creek Generating Station Flood Hazard Reevaluation, Page 2-93 Through Page 2-97

ML14071A458
Person / Time
Site:	Hope Creek
Issue date:	03/12/2014
From:	Blount D, Chalfant L Public Service Enterprise Group, Sargent & Lundy
To:	Document Control Desk, Office of Nuclear Reactor Regulation
Shared Package
ML14071A505	List: LR-N14-0041, Response to Request for Information Regarding Flooding Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident - Flood Hazard Reevaluation LR-N14-0041, SL-012271, Revision 0, Hope Creek Generating Station Flood Hazard Reevaluation, Cover Through Page 1-4 LR-N14-0041, SL-012271, Revision 0, Hope Creek Generating Station Flood Hazard Reevaluation, Page 1-5 Through Page 1-7 LR-N14-0041, SL-012271, Revision 0, Hope Creek Generating Station Flood Hazard Reevaluation, Page 1-8 Through Page 2-6 ML14071A450 ML14071A451 ML14071A452 ML14071A456 ML14071A457 ML14071A458 ML14071A507 ML14071A508 ML14071A510
References
SL-012271, Rev 0
Download: ML14071A458 (5)

Text

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.4-6 Delaware Bay Orientation and Storm Track Angles Legend PSEG Site Page 2-93

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.4-7 Production Storm Tracks Legend PSEG Site Page 2-94

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.4-8 Surge Response Function for Tracks Parallel to the Axis of Delaware Bay 9~----.------.------~----.------.-----'r-----.

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

~ 7~-----r------+-~--~~=---~-.~~------~----~

E 1 ~-----r------+------+------~----~------4-----~

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.

Page 2-95 Sargent;.& Lundy~LC

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.4-9 Surge Response Function for Tracks 22.5 Degrees Counterclockwise to the Axis of Delaware Bay 9~----~----.------.-----.-----.r-----.-----.

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

7~----+---~~----.~--~~----~-----r----~

3~----~~--~-----r-----+-----4--~~~~~

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

1 ~----+-----~-----r-----+-----4------r---~

1 234 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.

Page 2-96 Sargent & Luncly~le

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.4-10 Still Water Level Annual Exceedance Probability for the PSEG Site

- Oc¢urreroes per 1 [JOO POO >,'lars with::>u Aleatcry lhcerhirty

- - Oc¢urreroes per 1 POO [JOO >,'lars with Aleatory Umertairty

~ ~i' ........ -......

o o

o

~ "- -.........,

~

(1)

Co

~~ I'-- '-. "

r"'-,,-

(/)10- 1

~

(1)

(J C "-

~

(1) t:::

J

~

o 5 5.5 6 6.5 Surge Height (meters) 7 I I 7.5 J ""

8 II~

8.5 Page 2-97 SargentS Luncty~l~