ML15274A214

From kanterella
Jump to navigation Jump to search
FPL-081-PR-002, Revision 0, Flooding Hazards Reevaluation Report, Figure 4-1 Through Figure 4-33
ML15274A214
Person / Time
Site: Seabrook 
Issue date: 09/25/2015
From: Collins M, Kline S, Pistininzi J, Gerald Williams
Enercon Services
To:
Document Control Desk, Office of Nuclear Reactor Regulation
Shared Package
ML15274A245 List:
References
SBK-L-15181 FPL-081-PR-002, Rev. 0
Download: ML15274A214 (33)
v • d • e


Text

NextEra Energy (NEE) 0 EN ER C ON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-t Seabrook Site Features

References:

ESRI, 2015a FPL-081-PR-002 REV. 0

!p+*+

i0*"

,141+

  • +5*

ql° ip° i]+

p+l+

y*"

p+"

+r" C]

5 Minute 15 Minute NextEra Energy (NEE) 0 EN ER CO N Seabrook Station Fgr Flooding Hazards Reevaluation Report HMR-52 5-minute, F5-igure, 4n3-2iueRto

Reference:

USAGE, 1982 FPL-081-PR-002 REV. 0

12 10

-c

.4-.

0I (U

E U.

8 6

4

-Center Loaded

-End Loaded

-End Third Loaded

-Front Loaded

-Front Third Loaded 2

0 0

10 20 30 Time (minutes) 40 50 60 NextEra Energy (NEE) 0 EN ER CO N Seabrook Station Figure 4-3 Flooding Hazards Reevaluation Report LIP Cumulative Distribution Curves FPL-081-PR-002 REV. 0

I--- Model Boundary Elevation (ft-NAVD88)

-175

-200

-155

-175

-133

-155 110. 133 88 -110

-65

-88 44 - 65 22 - 44 fl1L -22 0

250 500 1,000 Feet

/

I t

I I

I I

NextEra Energy (NEE)

OiENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-4 Seabrook Final Elevation Digital Terrain Model (DTM)

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

i-* ::* :* *: :**:*

I

]::

NextEra Energy (NEE)0 EN R O Seabrook Station Fgr Flooding Hazards Reevaluation Report Model Layout oFiguraet 4

als-5o FPL-081-PR-002 REV. 0

I Pu_

m.

. : ; * [ Turbine Buddng )ealer B y Sprai::

NextEra Energy (NEE) 0 EN ER CO N Seabrook Station Flooing azads Revalatin ReortFigure 4-6 Flooing azads Revalatin ReortModel Layout of Parapet Walls, 2 of 3 FPL-081-PR-002 REV. 0

II*II l5OI*Ynrd l,, !

I:i~ ITI L*

°: ::i *T I I :!i'J:::

....:.......7.,.

o ~i4Iiiiii~

i SL i iZi' Lw I*W m

  • *mw jm B*wl u

iill!iiii~i Ii!l dIii!iiJ.~i~:::~i

": ' 4:.

i * ! i ! ! i i 7

~

!I:..... :*

F :...

vhc]*

i!!!!!!!!!*

!!!!!![!!i!!!!W ti

';;i~ iiiii~ iiii

  • 2 *
  • i!!
  • i~i*:::*!!!!:::::!
  • ii)., :

NextEra Energy (NEE) 0 E NE RC:O N Seabrook Station Fgue-Flooding Hazards Reevaluation Report Model Layout of Parapet Walls, 3 of 3 FPL-081-PR-002 REV. 0

NextEra Energy (NEE)

O ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-8 Seabrook Manning's n Reference. ESRI, 2015a FPL-081-PR-002 REV. 0

NextEra Energy (NEE) i1ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-9 Seabrook Points of Interest (P0I), East FPL-081-PR-002 REV. 0

NextEra Energy (NEE)

O ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-10 Seabrook Points of Interest (P0)I), West FPL-081-PR-002 REV. 0

Points of Interest E IModel Boundary Site Structures Topographic Contour Temporary Storage SEPS Equipment Direct Drainaaae U'

250 500 1,UOUI-eer I

I I

I NextEra Energy (NEE)

O ENE RCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-11 Direct Drainage for Seabrook

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

LEGEND

+

  • Points of Interest

[-']

Temporary Storage Site Structures

[T]SEPS Equipment

-25 Yard Line Bam'er

-50 Yard Line Garner r--- Model Boundary Max. Flow Depth (ff) 1---

0-

  • 23 5 n5-12 ?/5?

Utp I

4 I

I NextEra Energy (NEE) 0O ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-12 Maximum Flow Depths. East

Reference:

ESRI, 2015a FPL-081-PR.-002 REV. 0

NextEra Energy (NEE)

O ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-13 Maximum WSEL: East

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

NextEra Energy (NEE) 0 ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-14 Maximum Flow Depth. West

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

NextEra Energy (NEE)

O ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-15 Maximum WSEL: West

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

NextEra Energy (NEE) 0 EN ERC O N Seabrook StationFgue41 Flooding Hazards Reevaluation Report HMR-52 Figudrdsheta 4-16er

Reference:

USACE, 1978 FPL-081-PR-002 REV. 0

I;I.--~---

Jr__i-.-

Flooding Hazards Reevaluation Report HMR-33 January 200-square mile, 24-hour PMP Map

Reference:

USAGE, 1956 FPL-081-PR-002 REV. 0

45 HOURS 24 SCALE FOR 48 HOUR DURATION CURVE 6 i,2 24 120 15O 140 150 160 170 I80 1000

6. 00

-J4 4* 200 40

-20 20 30 40 50 60 70 80 90 100 110 12,0 PERCENT OFl 200 SQUARE MILES-24 HOUR VALUES NextEra Energy (NEE)

____E___

N___

E___R_______O

___N Seabrook StationFiue48 Flooding Hazards Reevaluation Report HMR-33 January Zone 1 DAD Relationship Graph

Reference:

USACE, 1956 FPL-081-PR-002 REV. 0

NextEra Energy (NEE) 0 EN ER CO N Seabrook Station Figure 4-19 Flooding Hazards Reevaluation Report HMR-53 January/February 6-Hour 10-square mile PMP

Reference:

USACE, 1980 FPL-081-PR-002 REV. 0

NextEra Energy (NEE)

O EN ER C ON Seabrook Station Figure 4-20 Flooding Hazards Reevaluation Report Seabrook 100-Year Maximum Snow Water

___Equivalent (SWE)

Reference:

Wilks and McKay, 1994 FPL-081-PR-002 REV. 0

Rainfall Distributions 0.7 0.6 0.5

  • 0.4

.-C 0. 3 0.2 0.1 0

  • I Front
  • 1/3 i Center S2/3 i End Ii~

0 1

2 3

lime (day)

NextEra Energy (NEE) 0 EN ER CO N Seabrook StationFiur42 Flooding Hazards Reevaluation Report Example of Different Time-Distributed Hyetographs FPL-081-PR-.002 REV. 0

NextEra Energy (NEE)

U EN ER CO N Seabrook Station Figure 4-22 Flooding Hazards Reevaluation Report Coarse Grid Extents and Open Boundaries (red)

FPL-081-PR-002 REV. 0

NextEra Energy (NEE) 0 EN ER CO N Seabrook StationFiue42 Flooding Hazards Reevaluation Report Figuo Hrbrea 4-2 ss FPL-072-PR-002 REV. 0

Fj*F/P*i Ill ----

  • , =

~ m ~ m

  • 4 4 O yI~mw

.C

~

~ m a.

T ~ c Cagor~4 8~'~c~

C~gol OENERCON Figure 4-24 Historical Hurricane Tracks within 100 mile Radius of Seabrook

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

NextEra Energy (NEE)

L3 EN ER CO N Seabrook Station Flooing azads Revalatin ReortFigure 4-25 Flooing azads Revalatin ReortHurricane Bob and Hurricane Donna Tracks

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

(.71O.2

... 166.5

(,

<377.1

< 920.3 U < 200O.2f i5< 2551.9 ai < 3095.5 il<4182.91

  • J< 4712.6 in <5270.3 Noew

-amp~shir*

Station MaslchuselI NewJer el NextEra Energy (NEE) 0 EN ER CO N Seabrook Station Figure 4-26 Flooding Hazards Reevaluation Report Tidal Stations Used for Calibration FPL-072-PR-002 REV. 0

Portland Tidal Calibration 2

..J Cl) o 100 200 300 400 500 600 700 Elapsed Time (hours)

NextEra Energy (NEE) 0 E NE RC:ON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-27 Resynthesized and Simulated Water Level Comparison, Portland, ME FPL-O81-PR-O02 REV. 0

Newport I

6 4

2 0

-1

-2

-3 8/16/1991 8117/1991 8/18/1991 S1191/1991 8/2~/1991

-Observed Simulated NextEra Energy (NEE)

EN ER CO N Seabrook Station Figure 4-28 Flooding Hazards Reevaluation Report Deift3D Simulated and Observed Time Series Storm Surge Comparison at Newport (RI) during Hurricane Bob FPL-072-PR-002 REV. 0

7

-I

,45 EiJ D1n E

0 R*= 0S908;1

-E

-S di.

0 1

2 3

4 5

6 7

Observed Peek Surge Elevation (ft MSIL)

.PeakS~irge

--- 1:/Line NextEra Energy (NEE) 01 EN ER CO N Seabrook Station Figure 4-29 Flooding Hazards Reevaluation Report Delft3D Simulated and Observed Peak Storm Surge

_________________________________________________________________o__parisonComarisn riHuricaeBBo FPL-072-PR-002 REV. 0

12 I

-.J 10

. 2 4-R==0.4694

,'V

$P j.

I 0

+"

p

,p 1

1" F,

Is F

F A.

0 0

2 4

6 8

10 1.2 Observed Peak Surge Elevation (ft MSL)

  • Peak Surge 1:1 Line NextEra Energy (NEE)

E N ER CO N Seabrook Station Figure 4-30 Flooding Hazards Reevaluation Report Delft3D Simulated and Observed Peak Storm Surge Comparison, Hurricane Donna FPL-072-PR-002 REV. 0

Bathymetry [m]

<-24.4

( -21.8

( -19.2

< -16.6

  • < -14.o
  • < -8.8 1 < -6.2
  • < -3.6
  • ( 1.6 m<( 4.2 NextEra Energy (NEE) 0 ENERCON Seabrook Station Flooding Hazards Reevaluation Report Figure 4-31 Hampton Harbor Riverine Entrance Locations for Probable Maximum Flood (PMF)

FPL-081 -PR-002 REV. 0

2 1.5 E

1 0.5 0

-0.5

-1 0

20 40 60 80 100 Elapsed Time (hours)

-Tide

--Tide + P MF

- -Tide + PMF + Dam Break NextEra Energy (NEE)

Seabrook Station Flooding Hazards Reevaluation Report ENERCON Figure 4-32 Effects of PMF and Dam Break Discharge on WSEL FPL-081 -PR-002 RV REV. 0

"40'N

-30 N NextEra Energy (NEE) 0 EN ER CO N Seabrook Station Figure 4-33 Flooding Hazards Reevaluation Report Wind Directions Analyzed in Relation to Seabrook Location

Reference:

ESRI, 2015a FPL-081-PR-002 REV. 0

Retrieved from "https://kanterella.com/w/index.php?title=ML15274A214&oldid=5182150"