ML14071A452

SL-012271, Revision 0, Hope Creek Generating Station Flood Hazard Reevaluation, Page 2-17 Through Page 2-20

ML14071A452
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: ML14071A452 (4)

Text

PSEG Nuclear LLC Hope Creek Generating Station Flood Hazard Reevaluation Page 2-17 mum Flood Depth o

0.0 - 0.5 (no color) 00.5 - 1.0

'1.0 - 1.5

'1.5-2.0 0

2.0 -2.5 0

2.5-3.0 3.0 - 3.5 03.5 -4.0 4.0 -7.0 7.0 - 12.0 Figure 2.1 -6 Classified Maximum Flood Depth (Above Grade)

PSEG - Salem and Hope Creek Generating Stations LlP/PMP FLO-2D Analysis Figure Sa -

SL-012271 Revision 0 Project No.: 12800-213 Classified Maximum Flood Depth (Above Grade o

3011 600 1.200 Feet

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Critical Door Locations Vehicle Barrier System (VBS)

Model Outflow Boundary c::J Buildings Sargent; &

L..uncty ~ ~ c:

PSEG Nuclear LLC Hope Creek Generating Station Flood Hazard Reevaluation axWSE

) (NAV088)

III!!IIIII!!IIIIf High : 35 Low : O Page 2-18 Figure 2.1-7 Maximum Water Surface Elevation r--

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f.

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PSEG - Salem and Hope Creek Generating Stations llP/PMP FLO-2D Analysis Figure 6 -

SL-012271 Revision 0 Project No.: 12800-213 Maximum Water Surface Elevation N +

300 600 1,200 F""t 8

Critical Door Locations

- -_. Vehicle Barrier System (VBS) c:J Buildings 1-ft WSE Contours (NAVD88)

• *

• Model Outflow Boundary S a rgent & LundyL. "

PSEG Nuclear LLC Hope Creek Generating Station Flood Hazard Reevaluation Page 2-19 Max Velocity (fps) c::J 0.0 - 0.5 (no color)

D 0.5-1.0 1.0-1.5 1.5-2.0 D

2.0-2.5 2.5 - 3.0 3.0-3.5 D

3.5-4.0 4.0- 7.0 7.0-12.0 Figure 2.1-8 Maximum Veloc SL-012271 Revision 0 Project No.: 12800-213 PSEG - Sal&m and Hope Cr&&k G&n&rating Stations LlP/PMP FLO-2D Analysis Figure 7-Maximum Velocity N

Ii) critical Door Locations

+

Vehicle Barrier System (VBS)

D Buildings 300 600 1,201)

-.-.-. Mod&1 Outflow Boundary Feat Sargent &

Lundy ~ ~ 0;

PSEG Nuclear LLC Hope Creek Generating Station Flood Hazard Reevaluation Page 2-20 Final Flow Depth Contours (At End of 12*hr Simulation)

Oepth Contour (ft) 0.5 0.75

" 1 2 _3

_4

_5 Figure 2.1-9 Final Depth (Above Grade)

SL-012271 Revision 0 Project No.: 12800-213 PSEG - Salem and Hope Creek Generating stations LIP/PMP FLO-2D Analysis Figure 9

• Final Depth (Above Grade) 300 600 Feet e

Critical Door Locations

-.-.-. Model Outflow Boundary Vehicle Barrier System (VBS) 1.200 CJ Buildings Sargel""lt & Luncty *

• c