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 SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.1 -6 Classified Maximum Flood Depth (Above Grade)

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

Classified Maximum Flood Depth (Above Grade

~ Critical Door Locations Vehicle Barrier System (VBS)

---

Model Outflow Boundary o 3011 600 1.200 Feet c::J Buildings mum Flood Depth o 0.0 - 0.5 (no color) 0 0.5 - 1.0

_ '1.0 - 1.5

_ '1.5- 2.0 0 2.0 -2.5 0 2.5-3.0

_ 3.0 - 3.5 0 3 . 5 -4.0

_ 4.0 -7.0 7.0 - 12.0 Page 2-17 Sargent; & L..uncty ~ ~ c:

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figu re 2.1-7 Maximum Wat er Surface Elevation PSEG - Salem and Hope Creek Generating Stations llP/PMP FLO-2D Analysis Figure 6 -

Maximum Water Surface Elevation N

+

8 Critical Door Locations

- -_. Veh icle Barrier System (VBS) c:J Buildings 300 600 1,200 1-ft WSE Contours (NAVD88)

F""t * *

• Model Outflow Boundary r--

\~

f.

I '~*-

.- J_-

axWSE

) (NAV088)

III!!IIIII!!IIIIf High : 35 Low : O Page 2-18 S a rgent & LundyL . "

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.1-8 Maximum Veloc PSEG - Sal&m and Hope Cr&&k G&n&rating Stations LlP/PMP FLO-2D Analys is Figure 7- Maximum Velocity N Ii) critical Door Locations 300

+ 600 Feat 1,201)

D Vehicle Barrier System (VBS)

Buildings Mod&1Outflow Boundary 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 Page 2-19 Sargent & Lundy ~ ~ 0;

PSEG Nuclear LLC SL-012271 Hope Creek Generating Station Revision 0 Flood Hazard Reevaluation Project No.: 12800-213 Figure 2.1-9 Final Depth (Above Grade)

PSEG - Salem and Hope Creek Generating stations LIP/PMP FLO-2D Analysis Figure 9

• Final Depth (Above Grade) e Critical Door Locations

-.-.-. Model Outflow Boundary Veh icle Barrier System (VBS) 300 600 1.200 Feet CJ Buildings Final Flow Depth Contours (At End of 12*hr Simulation)

Oepth Contour (ft)

" 0.5

_ 0.75

"_3 1

_4

_5 2

Page 2-20 Sargel""lt & Luncty *

• c