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#REDIRECT [[NL-13-156, 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]]
| number = ML13364A008
| issue date = 12/23/2013
| title = 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
| author name = Bellini F X
| author affiliation = AREVA NP, Inc, Entergy Nuclear Operations, Inc
| addressee name =
| addressee affiliation = NRC/NRR
| docket = 05000247, 05000286
| license number = DPR-026, DPR-064
| contact person =
| case reference number = NL-13-156
| document report number = 51-9195289-000, Rev. 0
| document type = Environmental Report
| page count = 48
}}
 
=Text=
{{#Wiki_filter:AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Table 3.4-12: ADCIRC Simulated Storm Surge Stillwater Elevations Peak SurgeThe TheTe IPEC Te IPECBattery BatteryRank 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 19.082 13915 -(134kts Vmax, 25kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 23.26 17.22 24.36 18.223 11661 -(132kts Vmax, 35kts Vf, 28nm Rmax, 80mb, -30*), HT at IPEC 24.47 17.20 25.57 18.204 15385 -(134kts Vmax, 25kts Vf, 20nm Rmax, 90mb, 10*), HT at IPEC 15.32 17.16 16.42 18.165 14251 -(137kts Vmax, 30kts Vf, 20nm Rmax, 90mb, -30*), HT at IPEC 23.97 17.11 25.07 18.116 11367 -(124kts Vmax, 35kts Vf, 28nm Rmax, 80mb, -40*), HT at IPEC 24.46 16.84 25.56 17.847 11324 -(121kts Vmax, 30kts Vf, 28nm Rmax, 80mb, -40'), HT at IPEC 22.41 16.50 23.51 17.508 11611 -(125kts Vmax, 30kts Vf, 24nm Rmax, 80mb, -30°), HT at IPEC 21.39 16.44 22.49 17.449 11703 -(127kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -30'), HT at IPEC 23.65 16.37 24.75 17.3710 14790 -(138kts Vmax, 25kts Vf, 16nm Rmax, 90mb, -10*), HT at IPEC 17.91 16.28 19.01 17.2811 11409 -(126kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -40o), HT at IPEC 24.58 16.24 25.68 17.2412 14881 -(140kts Vmax, 35kts Vf, 20nm Rmax, 90mb, -10*), HT at IPEC 20.96 16.11 22.06 17.1113 11696 -(131kts Vmax, 40kts Vf, 24nm Rmax, 80mb, -30*), HT at IPEC 23.95 15.99 25.05 16.9914 11996 -(126kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -20°), HT at IPEC 22.47 15.88 23.57 16.8815 14538 -(141kts Vmax, 30kts Vf, 16nm Rmax, 90mb, -20°), HT at IPEC 21.10 15.88 22.20 16.8816 11451 -(129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -40'), HT at IPEC 24.61 15.85 25.71 16.8517 14292 -(140kts Vmax, 35kts Vf, 20nm Rmax, 90mb, -30°), HT at IPEC 24.84 15.80 25.94 16.8018 11745 -(129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -30*), HT at IPEC 23.62 15.78 24.72 16.7819 14335 -(142kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -30'), HT at IPEC 25.33 15.77 26.43 16.7720 14586 -(140kts Vmax, 35kts Vf, 20nm Rmax, 90mb, -20*), HT at IPEC 23.56 15.74 24.66 16.7421 11990 -(131kts Vmax, 40kts Vf, 24nm Rmax, 80mb, -20*), HT at IPEC 22.20 15.58 23.30 16.5822 14832 -(141kts Vmax, 30kts Vf, 16nm Rmax, 90mb, -10'), HT at IPEC 19.68 15.52 20.78 16.5223 11157 -(129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -50°), HT at IPEC 25.23 15.52 26.33 16.5224 14041 -(143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 25.76 15.52 26.86 16.5225 14377 -(145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -30'), HT at IPEC 25.49 15.45 26.59 16.45Page 3-58 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Table 3.4-12: ADCIRC Simulated Storm Surge Stillwater Elevations (con't)Peak SurgeThe IPEC TheBattery BatteryRank 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 16.3427 11408 -(126kts Vmax, 40kts Vf, 28nm Rmax, 80mb, -400), HT at IPEC 23.85 15.32 24.95 16.3228 12039 -(129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -200), HT at IPEC 21.64 15.32 22.74 16.3229 10863 -(129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -60'), HT at IPEC 25.10 15.29 26.20 16.2930 14083 -(145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 25.87 16.29 26.97 16.2931 12032 -(134kts Vmax, 45kts Vf, 24nm Rmax, 80mb, -200), HT at IPEC 22.69 15.26 23.79 16.2632 11941 -(132kts Vmax, 35kts Vf, 20nm Rmax, 80mb, -20'), HT at IPEC 21.23 15.22 22.33 16.2233 14923 -(143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -10°), HT at IPEC 21.65 15.19 22.75 16.1934 14922 -(143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -10*), HT at IPEC 22.60 15.18 23.70 16.1835 11744 -(129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -30'), HT at IPEC 23.47 15.12 24.57 16.1236 9057 -(119kts Vmax, 40kts Vf, 28nm Rmax, 70mb, -300), HT at IPEC 20.93 15.06 22.03 16.0637 14671 -(146kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -200), HT at IPEC 23.79 15.02 24.89 16.0238 11450 -(129kts Vmax, 45kts Vf, 28nm Rmax, 80mb, -40*), HT at IPEC 23.90 14.91 25.00 15.9139 11737 -(134kts Vmax, 45kts Vf, 24nm Rmax, 80mb, -30'), HT at IPEC 23.86 14.72 24.96 15.7240 13789 -(145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -50'), HT at IPEC 26.03 14.63 27.13 15.6341 8182 -(115kts Vmax, 40kts Vf, 32nm Rmax, 70mb, -60o), HT at IPEC 22.01 14.47 23.11 15.4742 14040 -(143kts Vmax, 40kts Vf, 20nm Rmax, 90mb, -40'), HT at IPEC 25.00 14.43 26.10 15.4343 9070 -(111 kts Vmax, 40kts Vf, 36nm Rmax, 70mb, -30*), HT at IPEC 19.44 14.41 20.54 15.4144 9358 -(115kts Vmax, 40kts Vf, 32nm Rmax, 70mb, -20'), HT at IPEC 17.89 14.40 18.99 15.4045 14670 -(145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -20o), HT at IPEC 24.02 14.38 25.12 15.3846 8217 -(122kts Vmax, 45kts Vf, 28nm Rmax, 70mb, -60'), HT at IPEC 22.60 14.34 23.70 15.3447 8776 -(11 lkts Vmax, 40kts Vf, 36nm Rmax, 70mb, -40'), HT at IPEC 19.72 14.21 20.82 15.2148 9393 -(122kts Vmax, 45kts Vf, 28nm Rmax, 70mb, -20'), HT at IPEC 19.46 14.21 20.56 15.2149 14082 -(145kts Vmax, 45kts Vf, 20nm Rmax, 90mb, -400), HT at IPEC 25.01 14.14 26.11 15.1450 8517- (118kts Vmax, 45kts Vf, 32nm Rmax, 70mb, -50'), HT at IPEC 21.13 13.55 22.23 14.55Note: Rank shown in Table 3.4-12 based on the ADCIRC calculated maximum water levels at IPEC.Page 3-59 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-1: Location of NOAA Co-Op Stations in the Vicinity of IPECPage 3-60 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Legend* IPECLong Island. NY & NJ Hurricane StikesBELLE- 1976Figure 3.4-2: Hurricane Strikes to New York and New JerseyPage 3-61 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-3: Hurricane Tracks of Recorded Extreme Water Levels at Sandy Hook, NJ and the Battery,NYPage 3-62 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Green)Legend 0 LuI ra) VIPEC , L oSLOSH Operational Basin ny3 *r'L"L 2(' AugustaI ~/'note 1) 'erna NE1l 'P ARr4I'*I.oo*fl VIrilIJkn fNejo~Sources ESar, DeLorme NAVTEO, TomTom, Intermap, increment P Corp,W F1 --- Mf- JI iles GEBCO, USGS, FAO, NPS, NRCAN GeeBase, IGN, Kadaster NL. OrdnanceSurvey. Esn Japan, MET. Esr! China (Hong Kong), swisstopo.
and the GIS UserS37.5 75 IO Community Figure 3.4-4: New York, Version 3 (ny3) SLOSH 3.97 Model GridPage 3-63 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-5: New York, Version 3 (ny3) Basin Digital Elevation Model (DEM) Defining Base ofModel DomainPage 3-64 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-6: New York, Version 3 (ny3) Basin Digital Elevation Model (DEM) Defining Base ofModel Domain in IPEC Vicinity (Upper Bay, New York and Hudson River)Page 3-65 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-7: New York, Version 3 (ny3) Grid Cells Corresponding to the IPEC River FrontagePage 3-66 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Legend* LanW IPETorringtcon Hatoj LjHartfor tfI~u~)~ee~ieNevv BIrtm~idfall Location N w 'ebury .mFM~tikrd webCW 4,1-4X~fI <70T,/'3/ iN~~' 7j"In",,-I.,.02/, ,'.. -,/7(01NTI Miles.0 12.5 25 50Sources E0,i DeLormre, NAVTEQ. TonTom, Intermap.
increment P Corp,GESCO, 1J508. FAO, NPS. NRCAN, GeoBage, ION. Kada~er N).. OidnanceSurvey, soo ,Jaon, METI, Cil China Hong Kong), swsi~opo, and fth GIS UserCommunity Figure 3.4-8: Landfall Points for SLOSH 3.97 Storm TracksPage 3-67 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-9: SLOSH 3.97 Bearing Range for Northerly Storm TracksPage 3-68 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-10: SLOSH 3.97 Bearing Range for Westerly Storm TracksPage 3-69 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3I World Imagery base map 6Figure 3.4-11: ADCIRC FEMA Region II Finite Element Mesh -Northern AtlanticPage 3-70 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-12: ADCIRC FEMA Region II Finite Element Mesh -New Jersey/New YorkPage 3-71 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3World Imagery base mapFigure 3.4-13: ADCIRC FEMA Region II Finite Element Mesh -IPEC VicinityPage 3-72 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-14: ADCIRC Module Mesh Elevation (m, NAVD88) -Northern AtlanticPage 3-73 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 31 Word Imagery base mapFigure 3.4-15: ADCIRC Mesh Model Elevation (m, NAVD88) -New Jersey / New YorkFigure 3.4-16: ADCIRC Mesh Model Elevation (m, NAVD88) -IPEC VicinityPage 3-74 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-17: Track Directions and Landfall Locations for ADCIRC Simulations Page 3-75 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-18: ADCIRC Envelope of Maximum Winds (m/s) of Storm No. 941Page 3-76 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3I Maximum Wind Speed (m/s) World Imagery base mapFigure 3.4-19: ADCIRC Envelope of Maximum Winds (m/s) of Storm No. 985*Page 3-77 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3I Maximum Storm Tide Elevations (m) I World Imagery Base MapFigure 3.4-20: ADCIRC Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No. 941Page 3-78 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Maximum Storm Tide Elevations (m) J World Imagery Base MapFigure 3.4-21: ADCIRC Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No. 941-IPEC VicinityPage 3-79 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3i Maximum Storm Tide Elevations (m) I World Imagery Base Maptoa 011 0.1Figure 3.4-22: ADCIRC Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No.985*Page 3-80 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3I Maximum Storm Tide Elevations (m) I World Imagery Base MapFigure 3.4-23: Maximum Storm Tide Stillwater Elevations (m, NAVD88) of Storm No. 985* -IPECVicinityPage 3-81 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-24: Comparison of Wind Field of ADCIRC and SLOSH Models -Storm No. 941Page 3-82 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-25: Comparison of Wind Field of ADCIRC and SLOSH Models -Storm No. 985*Page 3-83 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3150140130120110-&100M*90-80706040302010(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 .ii 1=00 34.5 69 103.5 138 172.5 2Distance to Storm Center (miles, Rm = 34.5 ml)07 241.5 276Figure 3.4-26: Comparison of Wind Profiles of ADCIRC and SLOSH Models -Storm No. 941VC.g1501401301201101009080706050403020100-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.269 103.5 138 172.5 207Distance to Storm Center (miles, Rm = 34.5 mi)241.5 2760 34.5Figure 3.4-27: Comparison of Wind Profiles of ADCIRC and SLOSH Models -Storm No. 985*Page 3-84 AAR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 335 ------- ~ 3630 3 1-,IPEC-E Verpac25 -Hastings Point 26**On-Hudson 0Z 0 The 21o20 Battery 21 zo6 00'15 --- --------
------16WII-IIw wis 16VCVI~10 15]- -- ****'''SLOSH-StormNNo.
941 6-ADCIRC -Storm No. 9410~- ---- -- 20 25 ---0 5 10 15 20 25 30 35 40 45Unear 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 941Page 3-85 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center(IPEC) Units 2 and 33530Verplanck 425Z 2015V 10G55LTheBatteryIPECHastingsOn-Hudson I I3631E26N21 zCL46~145.... iSLOSH- Storm No. 985-ADCIRC -Storm No. 985*0 5 10 15 20 25 30 35 40Linear Distance Following Hudson River Thalweg Starting from The Battery (Statute Miles)0Figure 3.4-29: Comparison of Water Levels on Hudson River of ADCIRC and SLOSH Models -Storm 985*Page 3-86 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 330-Wz-Water Level at the Battery -Storm 94125 --Simulated Tide at the Battery--41-- Wind Speed at the Battery -Storm 94120 .15 I10U.51201008060 C40 .20 ._0-200-5010 20 30 40 50Time (hr)60(a) The Battery302520z151015-4--Water Level at IPEC -Storm 941--Simulated Tide at IPEC-0--Wind Speed at IPEC -Storm 941120100806040 .20 A0-20600-5010 20 30 40 50Time (hr)(b) IPECFigure 3.4-30: Time Series of Wind and Storm Tide Stillwater Elevation
-Storm No. 941Note: Hurricane (wind) decay after landfall not applied for Storm No. 941.Page 3-87 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 330 --25 ---* 20Zr- 5 T-'1015-5303 0 ---5V2025zJS 50-5120--# Water Level at the Battery -Storm 985*--- Simulated Tide at the Battery-Wind Speed at the Battery -Storm 985*10080 V40 S-20 .S0-206010 20 30Time (hr)(a) TheBatteryWater Level at IPEC -Storm 985*-- -Simulated Tide at IPEC-Wind Speed at I PEC -Storm 985*40 50120100806040200i -2060.5a'010 20 30 40 50Time (hr)(b) IPECFigure 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 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-32: Example Storm Tracks (0=-40 degree bearing) with Offset Calculation (Offset IDsIndicated) from Base TrackPage 3-89 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-33: Landfall Points for the JPM Synthetic Storms Shown by Associated Storm TrackBearing (0) in DegreesPage 3-90 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-34: Storm Tracks (Rm,,x = 16 nautical miles) for the JPM Synthetic StormsPage 3-91 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-35: Storm Tracks (Rax = 20 nautical miles) for the JPM Synthetic StormsPage 3-92
~~1AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-36: Storm Tracks (Rm..x = 24 nautical miles) for the JPM Synthetic StormsPage 3-93I AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-37: Storm Tracks (Rmax = 28 nautical miles) for the JPM Synthetic StormsPage 3-94 AARE VADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-38: Storm Tracks (Rmax = 32 nautical miles) for the JPM Synthetic StormsPage 3-95 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-39: Storm Tracks (R,,ax = 36 nautical miles) for the JPM Synthetic StormsPage 3-96 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-40: Tracks for Top 10 SLOSH-Calculated Surge Events at IPEC Shown by NumericStorm Identification and Surge RankingPage 3-97 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-41: Tracks for Top 10 SLOSH-Calculated Surge Events at The Battery Shown byNumeric Storm Identification and Surge RankingPage 3-98 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center(IPEC) Units 2 and 30.250.2or0-15N 0.10z0.050IIPEC Low Tide IU5 10 15 20SLOSH Calculated Max Storm Surge Elevation (ft, NAVD88)Figure 3.4-42: Histogram of Maximum Storm Surge at IPECat Low Tide0.20-180.16Cr* 0.120L> 01w"-o._ 0.08o 0-06Z0.040.02IPEC High Tideiii lll005 10 15 20SLOSH Calculated Max Storm Surge Elevation (Ift, NAVD88)Figure 3.4-43: Histogram of Maximum Storm Surge at IPEC at High TidePage 3-99 AARE VADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center(IPEC) Units 2 and 30090080.07Co.o605 0.06U-0-0o 0.0400.03z0.020.01nImIm-he Battery Low TideIImldin.. IJ0 5 10 15 20 25 30 35SLOSH Calculated Max Storm Surge Elevation (ft, NAVD88)Figure 3.4-44: Histogram of Maximum Storm Surge at TheBattery at Low Tide0.090-08007U06LL0_05-U-0.04N!&#xa3; 0030z002001I i The Battery High Tide I0&#xfd; &#xfd; -I I0 5 10 15 20 25 30 35SLOSH Calculated Max Storm Surge Elevation (ft, NAVD88)Figure 3.4-45: Histogram of Maximum Storm Surge at The Battery at High TidePage 3-100 AAR EVA Document No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 335S..k.. Surge Elevation (0.25 ft Increments) 025-20 ,15W2 5- --_ ----- ---*0-hIE+03 11+04 .E+05 1.E+06 1+07 11+08 1.E+09Return Period (years)Figure 3.4-46: SLOSH-Calculated Storm Tide (Stillwater)
Stage-Frequency Curve at IPEC35 .... .....* .k-. Surge Elevation (0.25 ft Increments) 30- 2s ----_------------
....- ... "''AA ''A~k'*1ElU431 54-1015 2---- L-__ _ _ -1.E+03 1.E-i04 1.E+05 1.E+06 1.E+07 1.E+08 1.E+i09Figure 3.4-47: SLOSH-Calculated Storm Tide (Stiliwater)
Stage-Frequency Curve at The BatteryPage 3-101 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 34-ADCIRC @ The BatteryPredicted Tides3a* T50ED-2-38" " N Ni N N N N N W UN NJ N W, 14 Z&#xfd; W' U ~ -W 00~ ~ 0Date and TimeFigure 3.4-48: Comparison of ADCIRC Tidal Results to Predicted Tides at The Battery5----Tides only -Tides + 25yr flood4 [--a3z2&#xfd;5'wuj- I AI, IV W-1-2U';88Cc88PJ88U'N500080oCON8U,N08&#xfd;008N1w5U'88008U,8880U,Date and TimeFigure 3.4-49: ADCIRC Tidal Results with 25-year Flood in the Hudson River at IPECPage 3-102 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3201918 -~17~16 -15141312w 1110S9u~8S7,S'U' 6Uc 43.. .. .. .. ..2Surge Elevation (0.25 ft Increments) 10 -. .100,0001,000,000 10,000,000 Return Period (years)Figure 3.4-50: ADCIRC-Calculated Storm Tide (Stillwater)
Stage-Frequency Curve at IPECwithout Sea Level RisePage 3-103 AAR EVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 320 .....191811716z 15 -9 1413 --S12M 11109uZ 865cc 4 -S3.. .. ....... ..21 ....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 tidevalues of 18.08 feet and 17.22 feet NAVD88.Figure 51: ADCIRC-Calculated Storm Tide (Stillwater)
Stage-Frequency Curve at IPEC with SeaLevel RisePage 3-104 AAREVADocument No.: 51-9195289-000 Entergy Fleet Fukushima ProgramFlood Hazard Reevaluation Report for Indian Point Energy Center (IPEC) Units 2 and 3Figure 3.4-52: Inundation Map -Combined Effect Flood -Probabilistic Storm SurgePage 3-105}}

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