L-2013-087, Flood Hazard Reevaluation Report in Response to 50.54(f) Information Request Regarding Near-Term Task Force Recommendation 2.1. Part 2 of 2
ML13095A197 | |
Person / Time | |
---|---|
Site: | Turkey Point |
Issue date: | 03/11/2013 |
From: | Martinchich P Enercon Services |
To: | Office of Nuclear Reactor Regulation, Florida Power & Light Co |
References | |
L-2013-087 FPL062-PR-001, Rev 0 | |
Download: ML13095A197 (48) | |
Text
S. ..-
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-1 iAMRO MM2S 100 0 00 200 100 100,.
k~owTIRS LIP Ratios and Estimates for Durations Less Than 1-Hour Duration 5 Minutes 15 Minutes 30 Minutes Ratio to 1 Hour LIP 0.32 0.50 0.73 LIP 19.4 in. x 0.32 = 6.21 in. 19.4 in. x 0.50 = 9.70 in. 19.4 in. x 0.73 = 14.16 in.
Reference:
NOAA, 1982.
Legend:
Figure 4-1
- Turkey Point Nuclear Generating Station Units 3&4 (PTN) HMR52 hour 1-Square Mile PMP Document Name: FPL062-GIS-A015 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
20.0 19.4 inches 1-hour 18.0 16.0 14.0 0 12.0 4.0 I 10.0 Cumulative 0.
8.0 Precipitation F KI~~¶3(
6.0 E
4.0 2.0 0.0 "
0 10 20 30 40 50 60 Time (minutes)
Figure 4-2 60 Minute Local Intense Precipitation (LIP) Curve Document Name: FPLO62-GIS-AO14 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
1.4 I I I I I I I F I I I I I I I I I I-I 1.2 I ll lll I I II j +/- 1III I I I I II I I I II I II I I I I I I I~ I II lI I I I I I I I I I I I41 1 I I 1.0
-I--+
i i- i i ! i i i i i ! ! ! i F -+ I I I II I I I II I WJ 44444H . . . . . . . . - - - - -
0.8 U
MLTii iiiL VViiWVVi V iii ViVV V 0
- Incremental 4J 0.6 i i i ! i i i i i i i ! !i ! i i i Ii i I i i 1 11 Precipitation at One Minute C. Intervals CI 0.4 ! ii I i i i ! i i i ! i i i i i ! i ! !
LL 0.2 II Il-I'll-I 0.0 in Muwi m 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 55 57 59 Time (minutes)
Figure 4-3 Local Intense Precipitation (LIP) Distribution Document Name: FPL062-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Figure 4-4 Elevations Rendered on the Study Area Grid Document Name: FPL062-GIS-A015 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Legend
- Points of Interest Manning's n 0.02 0.025 0.08 0.10 o 0.12
[* Structures Feet 0 150 300 450 I __ 1 I I Figure 4-5 0 40 80 120 160 Meters Manning's n Value Document Name: FPLTP077-GIS-A021 Projection: State Plane Florida East, NAD 83 (US Feet) Flooding Hazard Reevaluation By: MLS Date: 01/06/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
00 Li 1:1 Refrences: 1. SFWMD, 2007a Feet Legend 0 250 500 750
=I Structures Flow Depth (ft) - 1.1-1.2 S1.9 - 2.0 I 3.6 - 4.0 I I I I II4.1 - 5.0 0.6 1.3- 1.4 S2.1 - 2.5 0 50 100 150 200 250 0.7-0 .8 1.5- 1.6 S2.6 - 3.0 S5.1 - 6.0 Meters 0.9-1*0 1.7- 1.8 3.1 - 3.5 1 61 -70 Figure 4-6 Maximum Flow Depth (ft)
Document Name: FPLTP077-GIS-AO12 Projection: State Plane Florida East, NAD 83 (US Feet) Flooding Hazard Reevaluation By: MLS Date: 01/06/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
References:
- 1. SFWMD, 2007a.
Legend
- Points of Flow Depth (ft) 1.1 - 1.2 1.9 - 2.0 3.6 - 4.0 Interest 06 13- 14 21- 25 4.41- 50 Structures 0.7- 0.8 1.5- 1.6 2.6- 3.0 5.1- 6.0 0.9- 1.0 = 1.7- 1.8 3.1- 3.5 6.1- 7.0 Feet 0 100 200 300 Figure 4-7 I
- I I I I Points of Interest Overlaid with 0 20 40 60 80 the Maximum Flow Depth (ft)
Meters Document Name: FPLTPO77-GIS-AO1 3 Flooding Hazard Reevaluation Projection: Station Plane Florida East, NAD 82 (US Feet)
By: MLS Date: 01/06/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Figure 4-8
Reference:
FPL. 2010. Points of Interest Overlaid with Main Plant Site Drawing Document Name: FPL062-GIS-A015 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
References:
- 1. SFWMD, 2007a Legend Points of Velocity (ft/s) 0,601 - 0.800 1.501 - 1.750 3.001 - 3.500 Interest 0.000 - 0.200 0.801 - 1.000 1.751 - 2.000 3.501 - 4.500 I--]Structures 0.201 - 0.400 1.001 - 1.250 2.001 - 2.500 4.501 - 6.000 0.401 - 0.600 1.251 - 1.500 2.501 - 3.000 6.001 - 7.460 Feet 0 100 200 300 Figure 4-9 I* I I I 0 24 48 72 96 Points of Interest Overlaid with Meters the Peak Flow Velocity (ft/s)
Document Name: FPLTP077-GIS-A027 Flooding Hazard Reevaluation Projection: Station Plane Florida East, NAD 82 (US Feet)
By: MLS Date: 01/06/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
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Reference:
FPL, 1999.
Figure 4-10 Approximate Flood Protected Areas Document Name: FPL062-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
0.5
- 1-i-i- FT1 -~ -
i2~K~L-i-L~iJ I-~ --
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0 00 00 7111Z7 IV'L 1 L ' I Z
-0.5
-V
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W r ~ H . Tidal Data (Virginia Key, FL)
I Linear Trend (Sea aru I !~
ff I Ti Level Rise) 4-M s-i L &I I
-1.5 I i o 200 400 600 800 1000 1200 1400 1600 Months (0 = Jan 1994)
References:
NOAA, 2012e.
Figure 4-12 Sea Level Rise - Linear Trend Document Name: FPL062-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
3.5 3 I -%
i I 2.5 2
01.5 Tidal Data (Virginia Key, FL) 2nd Order Trend
- 0 ___(Sea Level Rise) alJ
" -0.5
=
-I
-1.5 cu05 S-2
) 200 400 600 800 1000 1200 1400 1600 Months (0 = Jan 1994)
References:
NOAA, 2012e.
Figure 4-13 Sea Level Rise - 2nd Order Trend Document Name: FPL062-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Strom Tracks for CalibrationNalidation Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Miami Harbor Entrance IHO DELFT3D Computed Tide 1 Resynthesized Tide 0-5 Ci)
E a)
-0.51 III' ~IIIIII!.I I
-1 W
-1.5 1 Sep 15 Sep 29 Sep 13 Oct 27 Oct Time Figure 4-15 Tidal Station Calibration Results at IHO Station Miami Harbor Entrance, Florida Document Name: FPLO62-GIS-AO14 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
,=ll Legend Turkey Point Nuclear
- Generating Station Units 3 & 4 (PTN)
Hurricane Position (6 hr Time Step)
Hurricane Andrew (Calibration)
Hurricane Donna (Validation)
DELFT3D Grid Model L ____ Do m a in
References:
- 1. ESRI, 2013a, 2. NOAA, 2012.a Miles 0 350 700 1,050 I I I I I I I I I 0 400 800 1,200 1,600 Kilometers Document Name: FPLTP077-GIS-AO07 Projection: Geographic Coordinate System, WGS 84 By: MLS Date: 01/06/2013 Figure 4-16 Strom Tracks for CalibrationNalidation Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Reference:
NOAA, 2012n.
Note: Reported values are in meters NGVD 29 datum.
Figure 4-17 Legend:
Observed Storm Surge Water Levels
- Turkey Point Nuclear Generating Station Units 3&4 (PTN) for Hurricane Andrew Document Name: FPL062-GIS-AO15 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Water Level (meters in Mean Sea Level)
-ý3 25.65 - Wind Vector 2.5 25.6 - PTN 2
25.55 I 1.5 I I M 25.5 F 0
0 25.45 -
25.4 -
-80.
0r1Ck 25.35 F 25.3 -
-80.5 -80.45 -80.4 -80.35 -80.3 -80.25 -80.2 -80.15 -80.1 x coordinate --
Time Step 1 (Output Time Step 368 [August 24, 1992 @ 09:30:00])
Figure 4-18 DELFT3D Computed Hurricane Andrew Storm Surge at Time Step 1 in the Fine Grid 2 Model Domain Document Name: FPL062-GIS-AO14 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Water Level (meters- in Me; ed) 4 25.65 - Wind Vector 25.6 F PTN 3 25.55 F F 12 25.5 - -
1
.' 25.45 Hurricane
ýt°*rr.ý T-rac 25.4 F 0 25.35 k
-1 25.3 F
-80.5 -80.45 -80.4 -80.35 -80.3 -80.25 -80.2 -80.15 -80.1 x coordinate --,
Time Step 2 (Output Time Step 369 [August 24, 1992 @ 10:00:00])
Figure 4-19 DELFT3D Computed Hurricane Andrew Storm Surge at Time Step 2 in the Fine Grid 2 Model Domain Document Name: FPLO62-GIS-AO14 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Water Level (meters in Mean Sea Leve 1)
~Q\\\ \\'~
Wind 25.65 I Vector 4 PTN 25.6 F 3
25.55 F T
25.5 V 12 0 I S25.45 25.4 - ýrlc Afler edrW 7 raCk 0 orn 25.35 -
t,. -1I 25.3
-2
-80.5 -80.45 -80.4 -80.35 -80.3 -80.25 -80.2 -80.15 -80.1 x coordinate --+
Time Step 3 (Output Time Step 370 [August 24, 1992 @ 10:30:00])
Figure 4-20 DELFT3D Computed Hurricane Andrew Storm Surge at Time Step 3 in the Fine Grid 2 Model Domain Document Name: FPL062-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Water Level (m in MSL)
Wind 25.*5 5 Vector 4 PTN 3.5 25.65 t25.55 2.5 t' 25.45 25,5 2 -2
.0.
25.35 25.3 - 0.
-60.5 -80.45 -80.4 -80.35 -80.3 -80.25 -80.2 -80.15 -60.1 x coordinate -*
Time Step 1 (Output Time Step 8340 [September 10, 1960 @ 07:58:00])
Figure 4-21 DELFT3D Computed Hurricane Donna Storm Surge at Time Step I in the Fine Grid 2 Model Domain Document Name: FPL062-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Reference:
Harris, 1963.
Note: Reported values are in feet NGVD 29 datum.
Legend Figure 4-22
"* Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Observed Storm Surge Water Levels for Hurricane Donna Flooding Hazard Reevaluation Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 Turkey Point Nuclear. Generating Station Units 3&4 (PTN)
Reference:
NWS, 1979.
Legend: Figure 4-23
'* Turkey Point Nuclear Generating Coastal Distance Intervals in Station Units 3&4 (PTN) Nautical Miles and Kilometers Document Name: FPL062-GIS-AO15 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
0 0 0 0 0 0 a o 0 In '1 03 0 0 01 ca EASTPORT, ME S
- 0. - k 1
-ý ck 1 11 1 1 I j M
F-7.
co co 1
0 BOSTON. MASS- b NEWYORK. NY - b CHINCOTEAGUE. VA -
CAPEHATTERAS, N C -O 0HAR.ESTON, S C ig -4 a-2 DAYTONABEACH.FLA --
MlAWEFLA -
FT MYERS. FL-A TARPONSPRINGS. FLA --
cc a APALACHKX1A. FLA---
PENSACOLA, FLA SLOX, miss LAKECHARLES, LA--)-
GALVESTON, TEX ------a PORT ISABEL. TEX I I 1i I I 1 I f 0 I 0 . 0 ) 0 ) 0 0 CN4 0 N 1 C4 0 In o NK N
% ,0 0 a0 .0 C4 V 4 N4 N4 N ( ( N4 N4 (INDl 3W1SSId lSI+/-N33
Reference:
NWS, 1979.
Figure 4-24 Legend:
STurkey Point Nuclear Generating Central Pressure for the Station Units 3&4 (PTN) Probable Maximum Hurricane (PMH)
Document Name: FPLO62-GIS-AO15 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
MD) b, 0 0 o 0 0 0
- 4. _Cv V4 o EASTPORT, W------ I I I I I I BOSTON, MASS - !
NEW YORK. N.Y.-
- C -INCOTEAGLE, VA. --
CAPE HATTERAS, N.C.---)
-A -
CHARLESTON, S.C.--
x DAYTONA BEACH. FLA. -. z X CC 9
0 MIAMI.FLA. > LU ao FT. MYERS. FLA .--
TARPON SPRINGS. FLA.--,
APALACHICOLA. FLA.----.1 PENSACOLA. FLA.--- 0~
BILOXI. MISS. :
LAKE CHARLES. LA.--i--
GALVESTON, TEX. 3-*
PORT ISABEL,. TEX.-" I I I I
- ' ' ' ' ' L- ' :it . , . "ie WI C
.0 0*
C l t4 (IW NJ scNim wflwixvw :50 smliG
Reference:
NWS, 1979.
Figure 4-25 Legend:
Adopted Upper and Lower Limits of
",* Turkey Point Nuclear Generating Radius of Maximum Winds for the Station Units 3&4 (PTN) Probable Maximum Hurricane (PMH)
Document Name: FPLO62-GIS-AO15 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
()I H/W)t I o . a 'l * .
0 "
I - I - ~- * - I - I - - -5 -
EASTPORT. kE.- I 11 I1 1 11 1 11 1 I 5 BOSTONK MASS-NEW YORK. N.Y.-
c.NcEAGU*, VA.---.- l-I CAPE HATTERAS, N.O.-.
CHARLESTON, S.C.--
Ii DAYTONA BEAC*., FLA. -* z 2
Z MIAMaFU.L ~~10 FT. MYERS& FLA.-
- TARPON SPRINS, FLAr.-B APALACHICOLA. FLA.--N PENSACOLA. FLA.------*-
SLOX. MSS.---
LAKE CHARLES, LA.----*
GALVESTON, TEX.--
AORT ISASEL. TEX.--
~I~~iii~~~~~~~
h~
1I1I * .. * ..
- I I
il II I- 1 iý-
0 40 0 - 0 WII Gaads QOUVM8O0i
Reference:
NWS, 1979.
Legend: Figure 4-26
'*" Turkey Point Nuclear Generating Adopted Probable Maximum Hurricane (PMH)
Station Units 3&4 (PTN) Upper and Lower Limits of Forward Speed Document Name: FPL062-GIS-AO15 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
(156P) N01l133NlU )DYV~i
Reference:
NWS, 1979.
Legend: Figure 4-27
- " Turkey Point Nuclear Generating Maximum Allowable Range of the Station Units 3&4 (PTN) Probable Maximum Hurricane Track Direction Document Name: FPLO62-GIS-A015 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Miles Legend 0 40 80 120 Turkey Point Hurricane Storm I* I I I --
I
- - -4I I
Nuclear Classification 0 50 100 150 200 Generating (Saffir-Simpson Kilometers Station Units Hurricane Scale) 3&4 (PTN) 0- Category 4 ------ Figure 4-28
- w. Categroy 5 Tracks of Historical Hurricanes (Intensities of Category 4 & 5) in the Region of PTN Document Name: FPLTP077-GIS-A016 Flooding Hazard Reevaluation Projection: Geographic Coordinate System, WGS 84 By: MLS Date: 01(0612013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Legend Turkey Point Synthetic Storm Nuclear Generating Tracks for Probable Station Units 3&4 Maximum Storm (PTN) Surge Analyses Miles 0 20 40 60 I_ I_ I I I Figure 4-29 0 20 40 60 80 100 Kilometers Synthetic Storm Tracks Document Name: FPLTP077-GIS-A017 Projection: Geographic Coordinate System, WGS 84 Flooding Hazard Reevaluation By: MLS Date: 01/06/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
CO Go CLi
-4 4-0 RADIUS OF MAXIMUM WINDS (nmi)
Reference:
NWS, 1987.
Figure 4-30 Plot Central Pressure (P0) Versus Radius of Maximum Winds (R) for Extreme Hurricanes Document Name: FPL062-GIS-A015 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
935 930 925 920 915 910 Ln u.j
-905 900 895 890 885 880 0 5 10 15 20 25 30 35 40 45 RADIUS OF MAXIMUM WINDS (NAUTICAL MILES)
Figure 4-31 Plot Central Pressure (P0) Versus
Reference:
Radius of Maximum Winds (R)
For storms through 1985 see NWS, 1979; for Extreme Hurricanes, Revised 2013 For storms since 1985 see Table 4-15.
Document Name: FPL062-GIS-AO15 Flooding Hazard Reevaluation By: MLS Date: 3/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
N S
IA'A A 1040 L Iii -4 I'A 1020 7TLI i9 9600 98 0 1 O - - - - - -
860 -1421-~ti ~
Radial Distance from Storm Center (nautical miles)
Figure 4-32 Document Name: FPLTPO77-GIS-A026 Hurricane Pressure Field Projection: State Plane Florida East, NAD 83 (US Feet) Flooding Hazard Reevaluation By: MLS Date: 01/6/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
N
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- Nautical Miles 0 50 I I7 A100 A 140
_£I__ r l A' 120 100 80 0
- 0 C4 0.
S40 20 0
-300 -250 -200 -150 -100 -50 0 50 100 150 200 250 300 Radius from Storm Center (nautical miles)
Figure 4-33 Wind Field and Wind Speed Plots Document Name: FPLTPO77-GIS-A028 Projection: State Plane Florida East, NAD 63 (US Feet)
Flooding Hazard Reevaluation By: MLS Date: 01/6/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
9000 92000 W+ EI 1'S 6.28 ft NAVDB8 7.93 ft MLW 7.51 1ft NAVD88 5.86 Ift MLW 7.68 ft NAVD88 9.33 ft! MLW I Miles Legend 0 1 2 3I t_ _ I I Turkey Point Miami-Dade Co. Florida Keys DEM I- - I I I I Nuclear Generating DEM (ft NAVD88) (ft NAVD88)
High : 168.113 High: 93.9108 0 1 2 3 4 5 Station Units 3&4 Kilometers (PTN)
Low: -18.186 Low: -18.186
- Spot Elevation Figure 4-34 Document Name: FPLTP077-GIS-A024 Barrier Island Breakwater Projection: State Plane Florida East, NAD 83 (US Feet)
Vertical Datum: NAVD88 Flooding Hazard Reevaluation By: MLS Date: 01/06/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
1U
.21 V-mI-11[ ZI II 876B00 Reterences: 1.
Feet Legend 0 100 200 300 Turkey Point Nuclear - I - I l Station (feet)
Generating Station Units 0 24 48 72 96
-- Cross Section Meters 3 & 4 (PTN)
Figure 4-35 Relationship of Breakwater to Power Block Document Name: FPLTP077-GIS-A025 Flooding Hazard Reevaluation Projection: State Plant Florida East, NAD 83 ( US feet)
By: MLS Date: 01/06/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Direction of Wave Propagation M
Maximum Sustainable Wave Height or Breaking Wave Heigh t (Hb) Significant Wave Height (H.)
Large Waves Break at the Breakwater Breakwater Note: Not to Scale Figure 4-36 Maximum Wave Height Over the Breakwater Structure Document Name: FPLO62-GIS-AD14
. Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Cross Section 1 33 28 PTN FLOOR ELEVATION 23
_Area Assumed Flat O18 4L
-! *"*"* Water f*
- ~13 ~Surface -Ground Surface
.2~
(feet-
-__._ _Elevation of NAVD88)
I __, the Cooling 8 Water Canal 3
-2 0 100 200 300 400 500 600 700 800 900 1000 1100 Distance along the Cross Section (feet)
Figure 4-37 Representative Cross Section for Wave Analysis
Reference:
Ford, 2012a.
Document Name: FPL062-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
75"1 W70W 851N 4"t 351ý 30*N
.... Quatemary rivers Thick Quatemnay shelf-edge deposits WN1 Study area
- Turkey point Nuclear Generating Station Units 3&4 0 100200 300 400 500 70"W es'*
References:
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Figure 4-38 Location Map Showing the Extent of the AGMTHAG Study Area and Geologic Features That May Influence Landslide Distribution along the U.S. Atlantic Margin Document Name: FPL062-GIS-A020 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
,40"N Sediment age from cores Pleistocene 2 Pliocene A Miocene cuffiluck
- Eocene 35°N- 3$14 Landslide types Debris flow Rotational slide C LoTranslational slide l Composite landslide 0 100 200 300 400 500 KFometers 75W 70w awSW Note: HC = Hudson Canyon; LC = Lindenkohl Canyon; WC = Wilmington Canyon; NC = Norfolk Canyon.
References:
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Figure 4-39 Distribution of Different Landslide Types Along the U.S. Atlantic Margin Document Name: FPL062-GIS-A020 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
95*W Bo6 Bs901 asw 30"- -30"N 25N. -14" Provinces salt ZiCarrofa 20 Landslides 20N Carbonate debris flow deposi"ts
- Carborateo ta.* depos*s Temrgenous mass-wastin deposits 00"W 90W 85"W Figure 4-40 Location Map Showing the Size, Distribution, and Composition of Landslides in the Gulf of Mexico
References:
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Document Name: FPL062-GIS-A019 Flooding Hazard Reevaluation By: MLSDate: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
35N Note: Barbed lines - proposed faults by previous studies: GBF - Gorringe Bank Fault; MPF - Marquds de Pombal Fault; SVF- St. Vincente Fault; HSF - Horseshoe Fault; GCF - Gulf of Cddiz Fault. PIAB refers to the Paleo Iberia- Africa Plate Boundary.
Depth contours are in meters (only contours from -250 to -2000 meters are shown.
Inset Plates: NAM - North American Plate; EUR - Eurasia Plate; AFR - African Plate.
References:
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Figure 4-41 Plate Tectonic Setting and Bathymetry of the Eastern Azores-Gibraltar Region Document Name: FPL062-GIS-A020 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
in~
1OVI 0000 M70 0000 4000 4000 -W00 -M00 -I=0 Depth (meters)
Note: Red lines are plate boundaries and red arrows indicate plate movement.
Figure 4-42 The Caribbean Plate Boundary and its Tectonic Elements
References:
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Document Name: FPL062-GIS-AO19 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
4.0
-j 3.0-CA 1.5 - ___ _ -
2.5 E
2.0 1.5 -- 5 4-,
1.0 - ____0
.4-
-0.--
4.,
-1.5
-2.0 - __ __ __-
23:1 0:00 0 2 3 4 5 6 7 8 9 .09::30:00 16-05-2 010. 1 My 17 17-05-2010 Hours into Model Simulation Figure 4-43 Simulated Tsunami Marigram Near PTN (with Manning's n of 0.02 and non-reflective boundaries)
References:
NEE, 2012.
Document Name: FPL062-GIS-A020 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
-20 0 40 60 80 m
I lhr-. 20id/05/i 7 04130,00 AI" 4 f 40 o30k- 30 20i1- 20 10 10 0 0
-10o-- -10
-20 -20
-30[- -30
-A -40
-20 0 20 *U OU
References:
NEE, 2012. km 0<-3.0 0<D.5 M<2.5 I<4.5
- Turkey Point Nuclear Generating M <-2.0 0<1.0 *<3.0 *'<.0 0<-1.0 l<1.5 4i1.5 N-.5 Station Units 3&4 0 <0.0 EI <2.0 * <4.0 *)>5.5 Note: Water levels are in meters relative to 1.36 m MSL; some (dry) land elevations are shown as flood water levels according to designation in Delft3D-FLOW Manning's n of 0.02 and non-reflective boundaries Figure 4-44 Tsunami Water Level Contours near PTN 4.5 Hours in the Model Simulation Corresponding to the Time Close to the Maximum Water Level at Site Document Name: FPL062-GIS-A020 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Figure 4-45
Reference:
NEE, 2012 Meteorological and USGS Stations Near PTN Document Name: FPL062-GIS-A015 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
(U C-65 E
I-'-60 0
Date Figure 4-46 Water Temperatures at the
Reference:
NEE, 2012. USGS Stations Near PTN Document Name: FPLO62-GIS-A014 Flooding Hazard Reevaluation By: MLS Date: 2/8/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN) 1*
mmsr.~S romi.
3I. maw. 4. orvvmu. moua. g. Nat,~ /v iz. 41. INut"~.2UI Feet I
Legend Historic Shoreline 0 600 1,200 1,800 I_ I I I Turkey Point - 1928 I l I I I Nuclear Generating - 1946 0 150 300 450 600 Station Units 3&4 Meters (PTN) - 197111972 Figure 4-47 Historic Shoreline Changes at PTN Docuiment Name: FPLTP077-GIS-A023 Projection: State Plane Florida East, NAD 83 (US Feet) Flooding Hazard Reevaluation By: MLS Date: 01/6/2013 Turkey Point Nuclear Generating Station Units 3&4 (PTN)
20.0-
/ -- TOTAL PRESSURE 19.0-
- '18.0~
z W 17.0 4 -~
w U-LL HYDRODYNAMIC Z
0z_
UJ w.. HYDROSTATIC I I I I I I I I I I I 25 50 75 100 125 150 175 200 225 250 275 300 PRESSURE (Ib/ft2)
Figure 4-48 Hydrostatic and Hydrodynamic Pressure Document Name: FPL062-GIS-AO15 By: MLS Date: 3/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)