ML13364A008

51-9195289-000, Flood Hazard Reevaluation Report Required by 10 CFR 50.54 (F) Near-Term Task Force Recommendation 2.1. Page 3-58 Through Page 3-105, Enclosure to NL-13-156

ML13364A008
Person / Time
Site:	Indian Point
Issue date:	12/23/2013
From:	Bellini F AREVA NP, Entergy Nuclear Operations
To:	Office of Nuclear Reactor Regulation
References
NL-13-156 51-9195289-000, Rev. 0
Download: ML13364A008 (48)

Text

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Table 3.4-12: ADCIRC Simulated Storm Surge Stillwater Elevations Peak Surge The The Te IPEC Te IPEC Battery Battery Rank Storm ID (Vmax, Vf, Rmax, CPD, e), Tide at IPEC (feet, NAVD88)

(feet, NGVD29) 1 14460 - (131kts Vmax, 20kts Vf, 20nm Rmax, 90mb, -20°), HT at IPEC 17.49 18.08 18.59 19.08 2

13915 - (134kts Vmax, 25kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 23.26 17.22 24.36 18.22 3

11661 - (132kts Vmax, 35kts Vf, 28nm Rmax, 80mb, -30*), HT at IPEC 24.47 17.20 25.57 18.20 4

15385 - (134kts Vmax, 25kts Vf, 20nm Rmax, 90mb, 10*), HT at IPEC 15.32 17.16 16.42 18.16 5

14251 -(137kts Vmax, 30kts Vf, 20nm Rmax, 90mb, -30*), HT at IPEC 23.97 17.11 25.07 18.11 6

11367 - (124kts Vmax, 35kts Vf, 28nm Rmax, 80mb, -40*), HT at IPEC 24.46 16.84 25.56 17.84 7

11324 - (121kts Vmax, 30kts Vf, 28nm Rmax, 80mb, -40'), HT at IPEC 22.41 16.50 23.51 17.50 8

11611 - (125kts Vmax, 30kts Vf, 24nm Rmax, 80mb, -30°), HT at IPEC 21.39 16.44 22.49 17.44 9

11703 - (127kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -30'), HT at IPEC 23.65 16.37 24.75 17.37 10 14790 - (138kts Vmax, 25kts Vf, 16nm Rmax, 90mb, -10*), HT at IPEC 17.91 16.28 19.01 17.28 11 11409 - (126kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -40o), HT at IPEC 24.58 16.24 25.68 17.24 12 14881 - (140kts Vmax, 35kts Vf, 20nm Rmax, 90mb, -10*), HT at IPEC 20.96 16.11 22.06 17.11 13 11696 - (131kts Vmax, 40kts Vf, 24nm Rmax, 80mb, -30*), HT at IPEC 23.95 15.99 25.05 16.99 14 11996 - (126kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -20°), HT at IPEC 22.47 15.88 23.57 16.88 15 14538 - (141kts Vmax, 30kts Vf, 16nm Rmax, 90mb, -20°), HT at IPEC 21.10 15.88 22.20 16.88 16 11451 - (129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -40'), HT at IPEC 24.61 15.85 25.71 16.85 17 14292 - (140kts Vmax, 35kts Vf, 20nm Rmax, 90mb, -30°), HT at IPEC 24.84 15.80 25.94 16.80 18 11745 - (129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -30*), HT at IPEC 23.62 15.78 24.72 16.78 19 14335 - (142kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -30'), HT at IPEC 25.33 15.77 26.43 16.77 20 14586 - (140kts Vmax, 35kts Vf, 20nm Rmax, 90mb, -20*), HT at IPEC 23.56 15.74 24.66 16.74 21 11990 - (131kts Vmax, 40kts Vf, 24nm Rmax, 80mb, -20*), HT at IPEC 22.20 15.58 23.30 16.58 22 14832 - (141kts Vmax, 30kts Vf, 16nm Rmax, 90mb, -10'), HT at IPEC 19.68 15.52 20.78 16.52 23 11157 - (129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -50°), HT at IPEC 25.23 15.52 26.33 16.52 24 14041 - (143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 25.76 15.52 26.86 16.52 25 14377 - (145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -30'), HT at IPEC 25.49 15.45 26.59 16.45 Page 3-58

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Table 3.4-12: ADCIRC Simulated Storm Surge Stillwater Elevations (con't)

Peak Surge The IPEC The Battery Battery Rank Storm ID (Vmax, Vf, Rmax, CPD, e), Tide at IPEC (feet, NAVD88)

(feet, NGVD29) 26 14629 - (143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -200), HT at IPEC 23.65 15.34 24.75 16.34 27 11408 - (126kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -400), HT at IPEC 23.85 15.32 24.95 16.32 28 12039 - (129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -200), HT at IPEC 21.64 15.32 22.74 16.32 29 10863 - (129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -60'), HT at IPEC 25.10 15.29 26.20 16.29 30 14083 - (145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 25.87 16.29 26.97 16.29 31 12032 - (134kts Vmax, 45kts Vf, 24nm Rmax, 80mb, -200), HT at IPEC 22.69 15.26 23.79 16.26 32 11941 - (132kts Vmax, 35kts Vf, 20nm Rmax, 80mb, -20'), HT at IPEC 21.23 15.22 22.33 16.22 33 14923 - (143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -10°), HT at IPEC 21.65 15.19 22.75 16.19 34 14922 - (143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -10*), HT at IPEC 22.60 15.18 23.70 16.18 35 11744 - (129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -30'), HT at IPEC 23.47 15.12 24.57 16.12 36 9057 - (119kts Vmax, 40kts Vf, 28nm Rmax, 70mb, -300), HT at IPEC 20.93 15.06 22.03 16.06 37 14671 - (146kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -200), HT at IPEC 23.79 15.02 24.89 16.02 38 11450 - (129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -40*), HT at IPEC 23.90 14.91 25.00 15.91 39 11737 - (134kts Vmax, 45kts Vf, 24nm Rmax, 80mb, -30'), HT at IPEC 23.86 14.72 24.96 15.72 40 13789 - (145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -50'), HT at IPEC 26.03 14.63 27.13 15.63 41 8182 - (115kts Vmax, 40kts Vf, 32nm Rmax, 70mb, -60o), HT at IPEC 22.01 14.47 23.11 15.47 42 14040 - (143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 25.00 14.43 26.10 15.43 43 9070 - (111 kts Vmax, 40kts Vf, 36nm Rmax, 70mb, -30*), HT at IPEC 19.44 14.41 20.54 15.41 44 9358 - (115kts Vmax, 40kts Vf, 32nm Rmax, 70mb, -20'), HT at IPEC 17.89 14.40 18.99 15.40 45 14670 - (145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -20o), HT at IPEC 24.02 14.38 25.12 15.38 46 8217 - (122kts Vmax, 45kts Vf, 28nm Rmax, 70mb, -60'), HT at IPEC 22.60 14.34 23.70 15.34 47 8776 - (11 lkts Vmax, 40kts Vf, 36nm Rmax, 70mb, -40'), HT at IPEC 19.72 14.21 20.82 15.21 48 9393 - (122kts Vmax, 45kts Vf, 28nm Rmax, 70mb, -20'), HT at IPEC 19.46 14.21 20.56 15.21 49 14082 - (145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -400), HT at IPEC 25.01 14.14 26.11 15.14 50 8517- (118kts Vmax, 45kts Vf, 32nm Rmax, 70mb, -50'), HT at IPEC 21.13 13.55 22.23 14.55 Note: Rank shown in Table 3.4-12 based on the ADCIRC calculated maximum water levels at IPEC.

Page 3-59

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-1: Location of NOAA Co-Op Stations in the Vicinity of IPEC Page 3-60

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Legend IPEC Long Island. NY & NJ Hurricane Stikes BELLE-1976 Figure 3.4-2: Hurricane Strikes to New York and New Jersey Page 3-61

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-3: Hurricane Tracks of Recorded Extreme Water Levels at Sandy Hook, NJ and the Battery, NY Page 3-62

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Green)

Legend 0 LuI ra) V IPEC

, L o SLOSH Operational Basin ny3

• r'L"L 2

('

Augusta I

~

/

'note

1)

'er na NE1l P

ARr 4

I'*I.oo*fl VIrilIJ kn fNejo~

Sources ESar, DeLorme NAVTEO, TomTom, Intermap, increment P Corp, W

F1 Mf-JI iles GEBCO, USGS, FAO, NPS, NRCAN GeeBase, IGN, Kadaster NL. Ordnance Survey. Esn Japan, MET. Esr! China (Hong Kong), swisstopo. and the GIS User S37.5 75 IO Community Figure 3.4-4: New York, Version 3 (ny3) SLOSH 3.97 Model Grid Page 3-63

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-5: New York, Version 3 (ny3) Basin Digital Elevation Model (DEM) Defining Base of Model Domain Page 3-64

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-6: New York, Version 3 (ny3) Basin Digital Elevation Model (DEM) Defining Base of Model Domain in IPEC Vicinity (Upper Bay, New York and Hudson River)

Page 3-65

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-7: New York, Version 3 (ny3) Grid Cells Corresponding to the IPEC River Frontage Page 3-66

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Legend Lan W

IPE Torringtcon Hatoj Lj Hartfor tf I~u~)~ee~ieNevv BIrtm~i dfall Location N

w

'ebury

.m FM~tikrd web C

W 4,1-4 X~fI 70 T,

/

'3

/

iN~~' 7 j

"In",,

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/,

/

7

(

01 N

TI Miles 0

12.5 25 50 Sources E0,i DeLormre, NAVTEQ. TonTom, Intermap. increment P Corp, GESCO, 1J508. FAO, NPS. NRCAN, GeoBage, ION. Kada~er N).. Oidnance Survey, soo,Jaon, METI, Cil China Hong Kong), swsi~opo, and fth GIS User Community Figure 3.4-8: Landfall Points for SLOSH 3.97 Storm Tracks Page 3-67

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-9: SLOSH 3.97 Bearing Range for Northerly Storm Tracks Page 3-68

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-10: SLOSH 3.97 Bearing Range for Westerly Storm Tracks Page 3-69

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 I World Imagery base map 6

Figure 3.4-11: ADCIRC FEMA Region II Finite Element Mesh - Northern Atlantic Page 3-70

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-12: ADCIRC FEMA Region II Finite Element Mesh - New Jersey/New York Page 3-71

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 World Imagery base map Figure 3.4-13: ADCIRC FEMA Region II Finite Element Mesh - IPEC Vicinity Page 3-72

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-14: ADCIRC Module Mesh Elevation (m, NAVD88) - Northern Atlantic Page 3-73

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 1 Word Imagery base map Figure 3.4-15: ADCIRC Mesh Model Elevation (m, NAVD88) - New Jersey / New York Figure 3.4-16: ADCIRC Mesh Model Elevation (m, NAVD88) - IPEC Vicinity Page 3-74

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-17: Track Directions and Landfall Locations for ADCIRC Simulations Page 3-75

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-18: ADCIRC Envelope of Maximum Winds (m/s) of Storm No. 941 Page 3-76

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 I Maximum Wind Speed (m/s)

World Imagery base map Figure 3.4-19: ADCIRC Envelope of Maximum Winds (m/s) of Storm No. 985*

Page 3-77

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 I

Maximum Storm Tide Elevations (m) I World Imagery Base Map Figure 3.4-20: ADCIRC Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No. 941 Page 3-78

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Maximum Storm Tide Elevations (m) J World Imagery Base Map Figure 3.4-21: ADCIRC Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No. 941

- IPEC Vicinity Page 3-79

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 i

Maximum Storm Tide Elevations (m) I World Imagery Base Map toa 011 0.1 Figure 3.4-22: ADCIRC Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No.

985*

Page 3-80

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 I

Maximum Storm Tide Elevations (m) I World Imagery Base Map Figure 3.4-23: Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No. 985* - IPEC Vicinity Page 3-81

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-24: Comparison of Wind Field of ADCIRC and SLOSH Models - Storm No. 941 Page 3-82

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-25: Comparison of Wind Field of ADCIRC and SLOSH Models - Storm No. 985*

Page 3-83

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 150 140 130 120 110-

&100 M

• 90-80 70 60

!*so 40 30 20 10 (Vf= 40 kts; Rm=30 nm; 155 deg, LF=I)

L

-ADCIRC lO-min wind - 941 ADCIRC 1-min Wind - 941 SLOSH 1-min Wind - 941 (CPD=85mb)

SLOSH 1-min Wind - 941 (CPD=IOOmb)

L.i i

1=

0 0

34.5 69 103.5 138 172.5 2

Distance to Storm Center (miles, Rm = 34.5 ml) 07 241.5 276 Figure 3.4-26: Comparison of Wind Profiles of ADCIRC and SLOSH Models - Storm No. 941 V

C

.g 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0

-ADCIRC 10-min wind - 985*

S--

ADCIRC 1-min Wind - 985*

SLOSH 1-min Wind - 985 (CPD=95mb)

SLOSH 1-min Wind - 985 (CPD=100mb)

(Vf= 30 kts; Rm=30 nm; 175 deg, LF=5)

I T.

2 69 103.5 138 172.5 207 Distance to Storm Center (miles, Rm = 34.5 mi) 241.5 276 0

34.5 Figure 3.4-27: Comparison of Wind Profiles of ADCIRC and SLOSH Models - Storm No. 985*

Page 3-84

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 35

~

36 30 3 1-

,IPEC

-E Verpac 25 Hastings Point 26

• • On-Hudson 0

Z 0 The 21o 20 Battery 21 z o6 00

'15 16W II-II w

w is 16 VCVI

~10 1

5]-

• • • • SLOSH-StormNNo. 941 6

-ADCIRC

-Storm No. 941 0~-

15-20 25 0

5 10 15 20 25 30 35 40 45 Unear Distance Following Hudson River Thalweg Starting from The Battery (Statute Miles)

Figure 3.4-28: Comparison of Water Levels on Hudson River of ADCIRC and SLOSH Models -

Storm 941 Page 3-85

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 35 30 Verplanck 425 Z 20 15 V 10 G5 5L The Battery IPEC Hastings On-Hudson I I 36 31 E

26 N

21 z CL 46

~1 45

.... iSLOSH-Storm No. 985 ADCIRC - Storm No. 985*

0 5

10 15 20 25 30 35 40 Linear Distance Following Hudson River Thalweg Starting from The Battery (Statute Miles) 0 Figure 3.4-29: Comparison of Water Levels on Hudson River of ADCIRC and SLOSH Models -

Storm 985*

Page 3-86

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 30

-W z

Water Level at the Battery - Storm 941 25 Simulated Tide at the Battery

-- 41-- Wind Speed at the Battery - Storm 941 20 15 I

10 U.

5 120 100 80 60 C

40 20 0

-20 0

-5 0

10 20 30 40 50 Time (hr) 60 (a) The Battery 30 25 20 z

15 10 15 -Water Level at IPEC - Storm 941 Simulated Tide at IPEC -Wind Speed at IPEC - Storm 941 120 100 80 60 40 20 A

0

-20 60 0

-5 0

10 20 30 40 50 Time (hr)

(b) IPEC Figure 3.4-30: Time Series of Wind and Storm Tide Stillwater Elevation - Storm No. 941 Note: Hurricane (wind) decay after landfall not applied for Storm No. 941.

Page 3-87

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 30 --

25 ---

20 Z

r-5 T-'

10 15

-5 30 3 0 --

-5V 20 25 z

JS 5

0

-5 120 Water Level at the Battery - Storm 985*

-- Simulated Tide at the Battery

-Wind Speed at the Battery - Storm 985*

100 80 V

40 S-20

.S 0

-20 60 10 20 30 Time (hr)

(a)

The Battery Water Level at IPEC - Storm 985*

Simulated Tide at IPEC Wind Speed at I PEC - Storm 985*

40 50 120 100 80 60 40 20 0

i -20 60

.5 a'

0 10 20 30 40 50 Time (hr)

(b) IPEC Figure 3.4-31: Time Series of Wind and Storm Tide Stillwater Elevation - Storm No. 985*

Note: Hurricane (wind) decay after landfall applied for Storm No. 985*.

Page 3-88

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-32: Example Storm Tracks (0=-40 degree bearing) with Offset Calculation (Offset IDs Indicated) from Base Track Page 3-89

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-33: Landfall Points for the JPM Synthetic Storms Shown by Associated Storm Track Bearing (0) in Degrees Page 3-90

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-34: Storm Tracks (Rm,,x = 16 nautical miles) for the JPM Synthetic Storms Page 3-91

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-35: Storm Tracks (Rax = 20 nautical miles) for the JPM Synthetic Storms Page 3-92

~~1 A

AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-36: Storm Tracks (Rm..x = 24 nautical miles) for the JPM Synthetic Storms Page 3-93 I

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-37: Storm Tracks (Rmax = 28 nautical miles) for the JPM Synthetic Storms Page 3-94

A ARE VA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-38: Storm Tracks (Rmax = 32 nautical miles) for the JPM Synthetic Storms Page 3-95

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-39: Storm Tracks (R,,ax = 36 nautical miles) for the JPM Synthetic Storms Page 3-96

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-40: Tracks for Top 10 SLOSH-Calculated Surge Events at IPEC Shown by Numeric Storm Identification and Surge Ranking Page 3-97

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-41: Tracks for Top 10 SLOSH-Calculated Surge Events at The Battery Shown by Numeric Storm Identification and Surge Ranking Page 3-98

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 0.25 0.2 or 0-15 N

0.1 0z 0.05 0

IIPEC Low Tide I U

5 10 15 20 SLOSH Calculated Max Storm Surge Elevation (ft, NAVD88)

Figure 3.4-42: Histogram of Maximum Storm Surge at IPEC at Low Tide 0.2 0-18 0.16 Cr* 0.12 0L 01 w"-o

._ 0.08 o 0-06 Z

0.04 0.02 IPEC High Tide iii lll 0 0 5

10 15 20 SLOSH Calculated Max Storm Surge Elevation (Ift, NAVD88)

Figure 3.4-43: Histogram of Maximum Storm Surge at IPEC at High Tide Page 3-99

A ARE VA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 009 008 0.07 C o.o6 05 0.06 U-0-0 o 0.04 0* 0.03 z

0.02 0.01 n

Im Im-he Battery Low Tide IIml din..

I J0 5

10 15 20 25 30 35 SLOSH Calculated Max Storm Surge Elevation (ft, NAVD88)

Figure 3.4-44: Histogram of Maximum Storm Surge at The Battery at Low Tide 0.09 0-08 007 U

06 LL 0_05-U-

0.04 N

!£ 003 0z 002 001 I i The Battery High Tide I 0

ý

ý

-I I

0 5

10 15 20 25 30 35 SLOSH Calculated Max Storm Surge Elevation (ft, NAVD88)

Figure 3.4-45: Histogram of Maximum Storm Surge at The Battery at High Tide Page 3-100

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 35 S..k.. Surge Elevation (0.25 ft Increments) 025

- 20 15 W2 5-

• 0-h IE+03 11+04

.E+05 1.E+06 1+07 11+08 1.E+09 Return Period (years)

Figure 3.4-46: SLOSH-Calculated Storm Tide (Stillwater) Stage-Frequency Curve at IPEC 35

• .k-. Surge Elevation (0.25 ft Increments) 30-2s

"AA

A~k'

• 1 ElU 43 1 5 4-10 15 2----

L-__ _

1.E+03 1.E-i04 1.E+05 1.E+06 1.E+07 1.E+08 1.E+i09 Figure 3.4-47: SLOSH-Calculated Storm Tide (Stiliwater) Stage-Frequency Curve at The Battery Page 3-101

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 4

-ADCIRC

@ The Battery Predicted Tides 3

a*

T 50 ED

-2

-3 8

N Ni N N

N N

N W

U N

NJ N

W, 14 Zý W'

U

~

W 0

0~ ~ 0 Date and Time Figure 3.4-48: Comparison of ADCIRC Tidal Results to Predicted Tides at The Battery 5

Tides only -

Tides + 25yr flood 4 [-

-a3 z2ý 5'

wu j-I A

I, IV W

-1

-2 U';

8 8Cc 8

8 PJ 0*

8 8

U' N5 0

00 8

0o CO N8 U,

N 0

8

ý00 8

N1 w5 U'

8 8

008 U,

8 8

80 U,

Date and Time Figure 3.4-49: ADCIRC Tidal Results with 25-year Flood in the Hudson River at IPEC Page 3-102

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 20 19 18

~17~

16 15 14 13 12 w 11 10 S9 u~8 S7, S'U

' 6 Uc 43 2

• • • ,-- Surge Elevation (0.25 ft Increments) 1 0 -..

100,000 1,000,000 10,000,000 Return Period (years)

Figure 3.4-50: ADCIRC-Calculated Storm Tide (Stillwater) Stage-Frequency Curve at IPEC without Sea Level Rise Page 3-103

A AR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 20 19 181 17 16 z

15 9

14 13 S12 M 11 10 9

uZ 8

65 cc 4

S3 2

1 0.

100,000

• ..-.- Surge Elevation with 50-yr Sea Level Rise (0.25 ft Increments) 1,000,000 Return Period (years) 10,000,000 Notes:

1. On Figure 51, each data point represents a set of storm simulations that falls within each surge increment.

2.

Point stacking at the return period around 7x106 years is due to the gap between calculated storm tide values of 18.08 feet and 17.22 feet NAVD88.

Figure 51: ADCIRC-Calculated Storm Tide (Stillwater) Stage-Frequency Curve at IPEC with Sea Level Rise Page 3-104

A AREVA Document No.: 51-9195289-000 Entergy Fleet Fukushima Program Flood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3 Figure 3.4-52: Inundation Map - Combined Effect Flood - Probabilistic Storm Surge Page 3-105