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: Difference between revisions
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rv | rv | ||
-1 iAMRO MM2S 100 0 00 200 100 100,. | |||
k~owTIRS LIP Ratios and Estimates for Durations Less Than 1-Hour Duration | 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:== | ==Reference:== | ||
NOAA, 1982. | NOAA, 1982. | ||
Legend: | Legend: | ||
Figure 4-1 | 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 | 0 4.0 0. | ||
E 20.0 18.0 16.0 14.0 12.0 10.0 8.0 6.0 4.0 19.4 inches 1-hour Cumulative Precipitation I | |||
F KI~~¶3( | |||
2.0 0.0 0 | |||
10 20 30 Time (minutes) 40 50 60 Figure 4-2 60 Minute Local Intense Precipitation (LIP) Curve Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Figure 4-2 60 Minute Local Intense Precipitation (LIP) Curve Document Name: FPLO62-GIS-AO14 | Document Name: FPLO62-GIS-AO14 By: MLS Date: 2/8/2013 | ||
1.4 I I | WJ U | ||
0 4J C. | |||
i i | CI 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.0 j +/- 1III I I I I I | ||
ll lll I | |||
I II I I I I I I I I I I I I I I I I I~ I II lI I I I I I I I I I I I4 1 1 I I | |||
-I--+ - | |||
i i | |||
Figure 4-3 Local Intense Precipitation (LIP) Distribution Document Name: FPL062-GIS-A014 | i i | ||
! i i i i i | |||
! i F -+ | |||
I I | |||
I II I I I II I | |||
I I I I I I | |||
I F I I | |||
I I I I I I I I-I 44444H MLT ii ii L i | |||
VViiWVVi V | |||
iii Vi VV V i | |||
i i ! i i i i i i i | |||
! ! i | |||
! i i i i i i i I | |||
I 1 11 LL Incremental Precipitation at One Minute Intervals | |||
! i i i i ! | |||
I i i i ! i i i i i ! i i | |||
Il-I'll-I II 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 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 | |||
Figure 4-4 Elevations Rendered on the Study Area Grid Document Name: FPL062-GIS-A015 | Figure 4-4 Elevations Rendered on the Study Area Grid Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Document Name: FPL062-GIS-A015 By: MLS Date: 2/8/2013 | |||
Legend | Legend Points of Interest Manning's n | ||
[* | |||
[* | Structures Feet 0 | ||
150 300 450 I | |||
__ 1 I | |||
I 0 | |||
40 80 120 160 Meters Document Name: FPLTP077-GIS-A021 Projection: State Plane Florida East, NAD 83 (US Feet) | |||
By: MLS Date: 01/06/2013 0.02 0.025 0.08 0.10 o | |||
0.12 Figure 4-5 Manning's n Value Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
00 Li 1:1 Refrences: 1. SFWMD, 2007a | 00 Li 1:1 Refrences: 1. SFWMD, 2007a Legend | ||
=I Structures Flow Depth (ft) - | |||
Document Name: FPLTP077-GIS-AO12 Projection: State Plane Florida East, NAD 83 (US Feet) | 0.6 0.7-0.8 0.9-1*0 1.1-1.2 1.3-1.4 1.5-1.6 1.7-1.8 S1.9 - 2.0 S2.1 - 2.5 S2.6 - 3.0 3.1 - 3.5 I | ||
3.6 - 4.0 II4.1 - 5.0 S5.1 - 6.0 1 | |||
61 -70 Feet 0 | |||
250 500 750 I | |||
I I | |||
I 0 | |||
50 100 150 200 250 Meters Figure 4-6 Document Name: FPLTP077-GIS-AO12 Projection: State Plane Florida East, NAD 83 (US Feet) | |||
By: MLS Date: 01/06/2013 Maximum Flow Depth (ft) | |||
Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
==References:== | ==References:== | ||
: 1. SFWMD, 2007a. | : 1. SFWMD, 2007a. | ||
Legend | Legend Points of Interest Structures Flow Depth (ft) 1.1 - 1.2 1.9 - 2.0 3.6 - 4.0 06 13-14 21-25 4.41-50 0.7- 0.8 1.5-1.6 2.6-3.0 5.1-6.0 0.9-1.0 | ||
= | |||
* I | 1.7-1.8 3.1-3.5 6.1-7.0 300 Feet 0 | ||
Meters Document Name: FPLTPO77-GIS-AO1 3 | 100 200 I | ||
By: MLS Date: 01/06/2013 | * I I | ||
I I | |||
0 20 40 60 80 Meters Document Name: FPLTPO77-GIS-AO1 3 Projection: Station Plane Florida East, NAD 82 (US Feet) | |||
By: MLS Date: 01/06/2013 Figure 4-7 Points of Interest Overlaid with the Maximum Flow Depth (ft) | |||
Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
==Reference:== | ==Reference:== | ||
FPL. 2010. | FPL. 2010. | ||
Document Name: FPL062-GIS-A015 By: MLS Date: 2/8/2013 Figure 4-8 Points of Interest Overlaid with Main Plant Site Drawing Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
==References:== | ==References:== | ||
: 1. SFWMD, 2007a Legend Points of | : 1. SFWMD, 2007a Legend Points of Interest I--]Structures Velocity (ft/s) 0,601 - 0.800 1.501 - 1.750 3.001 - 3.500 0.000 - 0.200 0.801 - 1.000 1.751 - 2.000 3.501 - 4.500 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 | ||
Document Name: FPLTP077-GIS-A027 | 100 200 300 I* | ||
By: MLS Date: 01/06/2013 | I I | ||
I 0 | |||
I- | 24 48 72 96 Meters Document Name: FPLTP077-GIS-A027 Projection: Station Plane Florida East, NAD 82 (US Feet) | ||
By: MLS Date: 01/06/2013 Figure 4-9 Points of Interest Overlaid with the Peak Flow Velocity (ft/s) | |||
i1 I | Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
I§kfl | * 1~ | ||
/ | |||
10331' | |||
'I, 7 | |||
II-K | |||
~ | |||
I -~ | |||
I ~ | |||
OONDEI$ ER PIT i1 I I§kfl | |||
= | |||
I: ~ | |||
t | |||
~i~I r--TT | |||
.1 | |||
]OO -E &2 4----- | |||
71 | 71 | ||
// | |||
/ | |||
1 NDI-ŽýP 1 I1 h | |||
~ L~!~'" -~ | |||
'4-I FT4."- | |||
____~~~ | |||
-1 50oecFý l'~~mn4-- | |||
Co FLOR LW E | |||
NDI-ŽýP L~!~'" | |||
I | |||
____~~~ | |||
==Reference:== | ==Reference:== | ||
FPL, 1999. | FPL, 1999. | ||
Figure 4-10 Approximate Flood Protected Areas Document Name: FPL062-GIS-A014 | woo; | ||
'~A~A Figure 4-10 Approximate Flood Protected Areas Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 | |||
0.5 | 0.5 0 i-i-FT1 | ||
-~ | |||
i2~K~L-i-L~iJ I- | i2~K~L-i-L~iJ I ifi 4- { | ||
I | I H | ||
if I | |||
1211' | |||
_ I -~ -- | |||
t I | |||
I | |||
{ F-- | |||
- -t I | |||
~ | |||
I 00 00 | |||
-0.5 Z | |||
4-M | |||
-1.5 o | |||
7111Z7 IV'L 1 L | |||
I | I | ||
_7 janu~ar 20331~ | _7 janu~ar 20331~ | ||
W | W r | ||
~ | |||
H | |||
-V aru I | |||
ff !~ | |||
I Ti I | |||
L13 Tidal Data (Virginia Key, FL) | |||
Linear Trend (Sea Level Rise) | |||
L &I I | |||
- s-i - | |||
I i 200 400 600 800 1000 1200 1400 1600 Months (0 = Jan 1994) | |||
==References:== | ==References:== | ||
NOAA, 2012e. | NOAA, 2012e. | ||
Figure 4-12 Sea Level Rise - Linear Trend Document Name: FPL062-GIS-A014 | Figure 4-12 Sea Level Rise - Linear Trend Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
3.5 3 | 3.5 3 | ||
2.5 2 | |||
01.5 Tidal Data (Virginia Key, FL) 2nd Order Trend | 01.5 0 | ||
" -0.5 alJ | |||
-1.5 S-2 cu05 I -% | |||
i I | |||
Tidal Data (Virginia Key, FL) 2nd Order Trend | |||
___(Sea Level Rise) 1600 | |||
-I | |||
= | |||
) | |||
200 400 600 800 1000 1200 Months (0 = Jan 1994) 1400 | |||
==References:== | ==References:== | ||
NOAA, 2012e. | NOAA, 2012e. | ||
Figure 4-13 Sea Level Rise - 2nd Order Trend Document Name: FPL062-GIS-A014 | Figure 4-13 Sea Level Rise - 2nd Order Trend Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 | |||
Strom Tracks for CalibrationNalidation Flooding Hazard Reevaluation 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 | Miami Harbor Entrance IHO 1 | ||
DELFT3D Computed Tide Resynthesized Tide 0-5 Ci) | |||
E a) | E a) | ||
-0.51 III' | |||
~IIIIII!.I I | |||
-1 W | |||
-1.5 1 Sep 15 Sep 29 Sep Time 13 Oct 27 Oct Figure 4-15 Tidal Station Calibration Results at IHO Station Miami Harbor Entrance, Florida Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Document Name: FPLO62-GIS-AO14 By: MLS Date: 2/8/2013 | |||
,=ll Legend Turkey Point Nuclear | ,=ll Legend Turkey Point Nuclear Generating Station Units 3 & 4 (PTN) | ||
Hurricane Position (6 hr Time Step) | Hurricane Position (6 hr Time Step) | ||
Hurricane Andrew (Calibration) | Hurricane Andrew (Calibration) | ||
Hurricane Donna (Validation) | Hurricane Donna (Validation) | ||
DELFT3D Grid Model L | DELFT3D Grid Model L _ _ _ _ D o m a in | ||
==References:== | ==References:== | ||
: 1. ESRI, 2013a, 2. NOAA, 2012.a Miles 0 | : 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:== | ==Reference:== | ||
NOAA, 2012n. | NOAA, 2012n. | ||
Note: Reported values are in meters NGVD 29 datum. | Note: Reported values are in meters NGVD 29 datum. | ||
Legend: | |||
Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Figure 4-17 Observed Storm Surge Water Levels for Hurricane Andrew Document Name: FPL062-GIS-AO15 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Water Level (meters in Mean Sea Level) | Water Level (meters in Mean Sea Level) | ||
-ý3 25.65 - | |||
25.55 I 1.5 I | 25.6 - | ||
25.55 I M | |||
0 0 | |||
25.5 F Wind Vector PTN | |||
-80. | |||
-0r1Ck | |||
-8. | |||
-80.2 | |||
-80.15 | |||
-80.1 1.5 I | |||
I 2 | |||
2.5 25.45 - | |||
25.4 - | 25.4 - | ||
25.35 F 25.3 - | |||
-80.5 | |||
-80.45 | |||
-80.4 | |||
-80.35 | |||
-80.3 | |||
-80.25 x coordinate -- | |||
Time Step 1 (Output Time Step 368 [August 24, 1992 @ 09:30:00]) | 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 | Figure 4-18 DELFT3D Computed Hurricane Andrew Storm Surge at Time Step 1 in the Fine Grid 2 Model Domain Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Document Name: FPL062-GIS-AO14 By: MLS Date: 2/8/2013 | |||
Water Level (meters- in Me; | Water Level (meters-in Me; ed) 4 25.65 - | ||
Wind Vector PTN 25.6 F 3 | |||
25.55 F F 1 2 | |||
25.5 | |||
.' 25.45 | |||
= | |||
= | |||
1 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]) | 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 | Figure 4-19 DELFT3D Computed Hurricane Andrew Storm Surge at Time Step 2 in the Fine Grid 2 Model Domain Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Document Name: FPLO62-GIS-AO14 By: MLS Date: 2/8/2013 | |||
Water Level (meters in Mean Sea Leve 1) | Water Level (meters in Mean Sea Leve 1) 25.65 I 25.6 F 25.55 F T | ||
25.5 0 | |||
S25.45 | |||
25.55 F T | ~Q\\\\\\ \\\\'~ | ||
25.5 | t,. | ||
Wind Vector PTN | |||
ýrlc 7 | |||
Afler orn raCk edrW V 12 4 | |||
Time Step 3 (Output Time Step 370 [August 24, 1992 @ 10:30:00]) | 3 I | ||
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 | 25.4 - | ||
0 | |||
-1I 25.35 - | |||
25.3 | |||
-80.5 | |||
-80.45 | |||
-80.4 | |||
-80.35 | |||
-80.3 | |||
-80.25 | |||
-80.2 | |||
-80.15 | |||
-80.1 x coordinate --+ | |||
-2 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 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 | |||
Water Level (m in MSL) | Water Level (m in MSL) | ||
Wind 25.*5 5 | Wind 25.*5 5 Vector 4 | ||
PTN 3.5 25.65 t 25.55 25.45 2.5 t' 25,5 2 | |||
25.35 25.3 - | -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]) | 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 | 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
==Reference:== | ==Reference:== | ||
Harris, 1963. | Harris, 1963. | ||
Note: Reported values are in feet NGVD 29 datum. | Note: Reported values are in feet NGVD 29 datum. | ||
Legend | Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Figure 4-22 Observed Storm Surge Water Levels for Hurricane Donna Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear. Generating Station Units 3&4 (PTN) | |||
Observed Storm Surge Water Levels for Hurricane Donna | |||
==Reference:== | ==Reference:== | ||
NWS, 1979. | NWS, 1979. | ||
Legend: | Legend: | ||
Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Figure 4-23 Coastal Distance Intervals in Nautical Miles and Kilometers Document Name: FPL062-GIS-AO15 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
0 | 0 0 | ||
: 0. | 0 0 | ||
0 In | |||
'1 03 0 | |||
0 0 | |||
a o | |||
0 01 ca co co 0 | |||
1 F-7. | |||
FT MYERS. FL-A | : 0. | ||
k ck | |||
PENSACOLA, FLA SLOX, | -ý M | ||
GALVESTON, TEX ------a PORT ISABEL. TEX I | EASTPORT, ME BOSTON. MASS - | ||
b NEW YORK. NY - | |||
b CHINCOTEAGUE. | |||
VA - | |||
CAPE HATTERAS, N C -O 0HAR.ESTON, S C DAYTONA BEACH. FLA -- | |||
MlAWE FLA FT MYERS. FL-A TARPON SPRINGS. | |||
FLA -- | |||
APALACHKX1A. FLA--- | |||
PENSACOLA, FLA | |||
: SLOX, miss LAKE CHARLES, LA--)- | |||
GALVESTON, TEX ------a PORT ISABEL. TEX S | |||
1 1 | |||
1 1 1 1 I j ig | |||
-4 a-2 cc a | |||
I I 1i I | |||
I 1 I | |||
f 0 | |||
I 0 | |||
0 | |||
) | |||
0 | |||
) | |||
0 0 | |||
C 4 N | |||
0 N | |||
1 C 4 0 | |||
o K | |||
N N | |||
,0 0 | |||
a0 | |||
.0 V | |||
4 N4 N4 N | |||
( | |||
( | |||
N4 N4 In C4 (INDl 3W1SSId lSI+/-N33 | |||
==Reference:== | ==Reference:== | ||
NWS, 1979. | NWS, 1979. | ||
Figure 4-24 Legend: | Figure 4-24 Legend: | ||
STurkey Point Nuclear Generating | STurkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Document Name: FPLO62-GIS-AO15 | Central Pressure for the Probable Maximum Hurricane (PMH) | ||
Document Name: FPLO62-GIS-AO15 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
MD) b, | MD) b, 0 | ||
: 4. _Cv | 0 o | ||
NEW YORK. N.Y.- | 0 0 | ||
0 | |||
: 4. | |||
_Cv V4 EASTPORT, W------ | |||
BOSTON, MASS NEW YORK. | |||
N.Y.- | |||
C -INCOTEAGLE, VA. | |||
CAPE HATTERAS, N.C.---) | CAPE HATTERAS, N.C.---) | ||
CHARLESTON, S.C.-- | |||
CHARLESTON, | DAYTONA BEACH. FLA. -. | ||
MIAMI. FLA. | |||
FT. MYERS. | |||
TARPON SPRINGS. FLA.--, | FLA TARPON SPRINGS. FLA.--, | ||
APALACHICOLA. FLA.----.1 PENSACOLA. FLA.--- | APALACHICOLA. | ||
BILOXI. MISS. | FLA.----.1 PENSACOLA. FLA.--- | ||
BILOXI. MISS. | |||
LAKE CHARLES. LA.--i-- | LAKE CHARLES. LA.--i-- | ||
GALVESTON, | GALVESTON, TEX. | ||
PORT ISABEL,. TEX.-" I I | 3-* | ||
PORT ISABEL,. TEX.-" I I | |||
I I | |||
C | I I | ||
I o | |||
X 9 | |||
LU | |||
-A CC 0~ | |||
x z | |||
0 ao I | |||
I I | |||
' L- | |||
' :it | |||
. "ie | |||
. 0 0* | |||
C l | |||
t4 WI C | |||
(IW NJ scNim wflwixvw :50 smliG | |||
==Reference:== | ==Reference:== | ||
NWS, 1979. | NWS, 1979. | ||
Legend: | |||
Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Document Name: FPLO62-GIS-AO15 By: MLS Date: 2/8/2013 Figure 4-25 Adopted Upper and Lower Limits of Radius of Maximum Winds for the Probable Maximum Hurricane (PMH) | |||
Document Name: FPLO62-GIS-AO15 | Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
()I H/W)t I o | () I H/W)t I o | ||
0 | a | ||
I - I - | 'l 0 | ||
EASTPORT. kE.- | I - | ||
c.NcEAGU*, VA.---.- | I - | ||
CHARLESTON, | ~ - | ||
I - | |||
I - | |||
- -5 EASTPORT. | |||
kE.- | |||
BOSTONK MASS-NEW YORK. | |||
N.Y.- | |||
c.NcEAGU*, VA.---.- | |||
CAPE HATTERAS, N.O.-. | |||
CHARLESTON, S.C.-- | |||
DAYTONA BEAC*., FLA. -* | |||
MIAMa FU.L FT. MYERS& FLA.- | |||
TARPON SPRINS, FLAr.-B APALACHICOLA. FLA.--N PENSACOLA. | |||
FLA.------*- | |||
SLOX. MSS.--- | SLOX. MSS.--- | ||
LAKE CHARLES, LA.----* | LAKE CHARLES, LA.----* | ||
GALVESTON, TEX.-- | GALVESTON, TEX.-- | ||
AORT ISASEL. TEX.-- | AORT ISASEL. TEX.-- | ||
I 11 I1 1 11 1 11 1 I | |||
5 l-I | |||
~~10 Ii z | |||
2 Z | |||
~I iii I | |||
0 | 1I1 I | ||
il II h~ ~~ ~~~~~~~ | |||
i | |||
ý- | |||
I I-1 0 | |||
40 0 | |||
WII Gaads QOUVM8O0i 0 | |||
==Reference:== | ==Reference:== | ||
NWS, 1979. | NWS, 1979. | ||
Legend: | Legend: | ||
Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Station Units 3&4 (PTN) | Document Name: FPL062-GIS-AO15 By: MLS Date: 2/8/2013 Figure 4-26 Adopted Probable Maximum Hurricane (PMH) | ||
Upper and Lower Limits of Forward Speed Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
(156P) N01l133NlU )DYV~i | (156P) N01l133NlU | ||
)DYV~i | |||
==Reference:== | ==Reference:== | ||
NWS, 1979. | NWS, 1979. | ||
Legend: | Legend: | ||
Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Figure 4-27 Maximum Allowable Range of the Probable Maximum Hurricane Track Direction Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Document Name: FPLO62-GIS-A015 By: MLS Date: 2/8/2013 | |||
Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Hurricane Storm Classification (Saffir-Simpson Hurricane Scale) 0- Category 4 Miles 0 | |||
40 80 120 I -- - | |||
- -4I I | |||
* I I | |||
I I | |||
0 50 100 150 200 Kilometers Figure 4-28 Tracks of Historical Hurricanes (Intensities of Category 4 & 5) in the Region of PTN Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
: w. Categroy 5 Document Name: FPLTP077-GIS-A016 Projection: Geographic Coordinate System, WGS 84 By: MLS Date: 01(0612013 | |||
Legend Turkey Point | Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Miles 0 | |||
20 40 60 I _ | |||
I_ | |||
I I | |||
I 0 | |||
20 40 60 80 100 Kilometers Synthetic Storm Tracks for Probable Maximum Storm Surge Analyses Figure 4-29 Document Name: FPLTP077-GIS-A017 Projection: Geographic Coordinate System, WGS 84 By: MLS Date: 01/06/2013 Synthetic Storm Tracks Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
CO Go CLi | CO Go CLi | ||
-4 4-0 RADIUS OF MAXIMUM WINDS (nmi) | |||
==Reference:== | ==Reference:== | ||
NWS, 1987. | NWS, 1987. | ||
Figure 4-30 Plot Central Pressure (P0) Versus Radius of Maximum Winds (R) for Extreme Hurricanes Document Name: FPL062-GIS-A015 | Figure 4-30 Plot Central Pressure (P0) Versus Radius of Maximum Winds (R) for Extreme Hurricanes Document Name: FPL062-GIS-A015 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
935 930 925 920 915 910 Ln u.j | 935 930 925 920 915 910 Ln u.j | ||
-905 900 895 890 885 880 0 | |||
Figure 4-31 | 5 10 15 20 25 30 RADIUS OF MAXIMUM WINDS (NAUTICAL MILES) 35 40 45 Figure 4-31 | ||
==Reference:== | ==Reference:== | ||
For storms through 1985 see NWS, 1979; For storms since 1985 see Table 4-15. | |||
For storms through 1985 see NWS, 1979; | Document Name: FPL062-GIS-AO15 By: MLS Date: 3/8/2013 Plot Central Pressure (P0) Versus Radius of Maximum Winds (R) for Extreme Hurricanes, Revised 2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
Document Name: FPL062-GIS-AO15 | |||
N S | N S | ||
IA'A A | IA'A A | ||
860 | 1040 L | ||
Iii | |||
-4 I'A 1020 7TLI i9 9600 98 0 | |||
1 O | |||
860 | |||
-1 42 1-~ti | |||
~ | |||
Radial Distance from Storm Center (nautical miles) | Radial Distance from Storm Center (nautical miles) | ||
Figure 4-32 Document Name: FPLTPO77-GIS-A026 | 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) | |||
A 3/4 3/4 I, | |||
4 d | |||
444 | |||
'S 4 | |||
i | S J 4 S 4 I 4~ | ||
44 3/4, 3/4, i | |||
d i | |||
'I 1, | |||
// | |||
d/ | d/ | ||
/ | |||
1/ | |||
// | |||
S | '/ | ||
17 | |||
'Ii,' | |||
'I | |||
/ | |||
~1 // | |||
/ // | |||
7 | |||
.~ | |||
'~t | |||
'-S | |||
~ ' | |||
'-5-'. | |||
I' | |||
~V ~ | |||
N S | |||
S S 3/4 a | |||
' t t Nautical Miles 0 | |||
50 100 I | |||
7 I | |||
A | A | ||
_£I__ | |||
r l A' A | |||
I | I I | ||
'S | |||
'S | |||
'S I | |||
I N" | |||
\\ | |||
1. | 1. | ||
">-I II;, | |||
A 140 120 100 80 0 | |||
C4 | |||
*0 0. | |||
S40 20 0 | S40 20 0 | ||
-300 | |||
Figure 4-33 | -250 | ||
-200 | |||
-150 | |||
-100 | |||
-50 0 | |||
50 100 150 200 250 300 Radius from Storm Center (nautical miles) | |||
Figure 4-33 Document Name: FPLTPO77-GIS-A028 Projection: State Plane Florida East, NAD 63 (US Feet) | |||
By: MLS Date: 01/6/2013 Wind Field and Wind Speed Plots Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
9000 92000 W+ | 9000 92000 W+ | ||
High : 168.113 | EI 1'S 6.28 ft NAVDB8 7.93 ft MLW 1ft NAVD88 Ift MLW NAVD88 MLW I | ||
5.86 7.51 7.68 ft 9.33 ft! | |||
Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Vertical Datum: NAVD88 | Spot Elevation Miami-Dade Co. | ||
DEM (ft NAVD88) | |||
High : 168.113 Low: -18.186 Florida Keys DEM (ft NAVD88) | |||
High: 93.9108 Low: -18.186 Miles 0 | |||
1 2 | |||
3 t _ | |||
_ I I | |||
I I- - I I | |||
I I | |||
0 1 | |||
2 3 | |||
4 5 | |||
Kilometers Figure 4-34 Document Name: FPLTP077-GIS-A024 Projection: State Plane Florida East, NAD 83 (US Feet) | |||
Vertical Datum: NAVD88 By: MLS Date: 01/06/2013 Barrier Island Breakwater Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
1U | 1U | ||
.21 V-mI-ZI 11[ | |||
II 876B00 Reterences: 1. | |||
Legend Turkey Point Nuclear Generating Station Units 3 & 4 (PTN) l Station (feet) | |||
Cross Section Feet 0 | |||
Figure 4-35 Relationship of Breakwater to Power Block Document Name: FPLTP077-GIS-A025 | 100 200 300 I | ||
By: MLS Date: 01/06/2013 | I 0 | ||
24 48 72 96 Meters Figure 4-35 Relationship of Breakwater to Power Block Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Document Name: FPLTP077-GIS-A025 Projection: State Plant Florida East, NAD 83 ( US feet) | |||
By: MLS Date: 01/06/2013 | |||
Direction of Wave Propagation M | Direction of Wave Propagation M | ||
Maximum Sustainable Wave Height or Breaking Wave Heigh t (Hb) | Maximum Sustainable Wave Height or Breaking Wave Heigh t (Hb) | ||
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 | 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 By: MLS Date: 2/8/2013 | |||
. Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
Cross Section 1 33 28 | Cross Section 1 33 28 23 O18 4L | ||
*~13 | |||
.2~ | .2~ | ||
8 3 | |||
PTN FLOOR ELEVATION | |||
_Area Assumed Flat Water f* | |||
~Surface | |||
Figure 4-37 | -__._ _Elevation of I | ||
the Cooling Water Canal | |||
-Ground Surface (feet-NAVD88) | |||
-2 0 | |||
100 200 300 400 500 600 700 800 900 1000 1100 Distance along the Cross Section (feet) | |||
Figure 4-37 | |||
==Reference:== | ==Reference:== | ||
Ford, 2012a. | Ford, 2012a. | ||
Document Name: FPL062-GIS-A014 | Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 Representative Cross Section for Wave Analysis Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
75"1 | 75"1 W70W 851N 4"t 351ý 30*N WN1 Quatemary rivers Thick Quatemnay shelf-edge deposits Study area Turkey point Nuclear Generating Station Units 3&4 0 100200 300 400 500 70"W es'* | ||
==References:== | ==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 | 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) | ||
35°N- | |||
,40"N Sediment age from cores Pleistocene 2 | |||
Pliocene A | |||
Miocene cuffiluck Eocene 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:== | ==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 | 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
95*W | 95*W Bs901 Bo6 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:== | ==References:== | ||
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Document Name: FPL062-GIS-A019 | Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Document Name: FPL062-GIS-A019 Flooding Hazard Reevaluation By: MLS Date: 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. | 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. | 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. | Inset Plates: NAM - North American Plate; EUR - Eurasia Plate; AFR - African Plate. | ||
==References:== | ==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 | 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
in~ | in~ | ||
1 OVI 0000 M70 0000 4000 4000 -W00 -M00 -I=0 Depth (meters) | |||
Note: Red lines are plate boundaries and red arrows indicate plate movement. | Note: Red lines are plate boundaries and red arrows indicate plate movement. | ||
Figure 4-42 The Caribbean Plate Boundary and its Tectonic Elements | Figure 4-42 The Caribbean Plate Boundary and its Tectonic Elements Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
==References:== | ==References:== | ||
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Document Name: FPL062-GIS-AO19 | Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Document Name: FPL062-GIS-AO19 By: MLS Date: 2/8/2013 | ||
4. | -j CA E | ||
4-, | |||
2.5 | .4-4., | ||
2.0 1.5 | 4.0 1.5 3.0-2.5 2.0 1.5 5 | ||
1.0 | 1.0 | ||
____0 | |||
-0.-- | |||
-2.0 | |||
-1.5 0:00 0 | |||
2 3 | |||
4 5 | |||
6 7 | |||
8 9 | |||
.09: | |||
010. | |||
1 My 17 17 Hours into Model Simulation 23:1 16-05-2 | |||
:30:00 2010 Figure 4-43 Simulated Tsunami Marigram Near PTN (with Manning's n of 0.02 and non-reflective boundaries) | |||
Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
==References:== | ==References:== | ||
NEE, 2012. | NEE, 2012. | ||
Document Name: FPL062-GIS-A020 | Document Name: FPL062-GIS-A020 By: MLS Date: 2/8/2013 | ||
-20 0 | |||
I | 40 60 80 m | ||
I lhr-. 20id/05/i 7 04130,00 f | |||
AI" 40 4 | |||
o30k-20i1-30 20 10 10 0 | |||
0 | |||
-10o-- | |||
-20 | |||
-10 | |||
-20 | |||
-30 | |||
-40 | |||
-30[- | |||
-A | |||
-20 0 | |||
20 | |||
==References:== | ==References:== | ||
NEE, 2012. | NEE, 2012. | ||
*U OU km 0<-3.0 0<D.5 M<2.5 I<4.5 M <-2.0 0<1.0 | |||
*<3.0 | |||
*'<.0 0<-1.0 l<1.5 4i1.5 N-.5 0 <0.0 EI <2.0 | |||
* <4.0 | |||
*)>5.5 Turkey Point Nuclear Generating Station Units 3&4 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 | Figure 4-45 | ||
==Reference:== | ==Reference:== | ||
NEE, 2012 | NEE, 2012 Document Name: FPL062-GIS-A015 By: MLS Date: 2/8/2013 Meteorological and USGS Stations Near PTN Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | ||
(U C-65 E | ( U C-65 E | ||
I-'-60 0 | I-'-60 0 | ||
Date Figure 4-46 Water Temperatures at the | Date Figure 4-46 Water Temperatures at the USGS Stations Near PTN | ||
==Reference:== | ==Reference:== | ||
NEE, 2012. | NEE, 2012. | ||
Document Name: FPLO62-GIS-A014 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) 1* | |||
mmsr.~S | mmsr.~S 3I. | ||
romi. maw. 4. or vvmu. moua. g. Nat,~ | |||
Legend | /v iz. | ||
: 41. INut"~. 2UI I | |||
Legend Historic Shoreline Turkey Point 1928 Nuclear Generating 1946 Station Units 3&4 (PTN) 197111972 Feet 0 | |||
600 1,200 1,800 I_ | |||
I I | |||
I I | |||
l I | |||
I I | |||
0 150 300 450 600 Meters Figure 4-47 Docuiment Name: FPLTP077-GIS-A023 Projection: State Plane Florida East, NAD 83 (US Feet) | |||
By: MLS Date: 01/6/2013 Historic Shoreline Changes at PTN Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) | |||
20.0- | 20.0-19.0- | ||
*'18.0~ | |||
z W 17.0 w | |||
z W 17.0 | U-LL Z0z_ | ||
/ -- | |||
TOTAL PRESSURE 4 | |||
-~ | |||
HYDRODYNAMIC UJw.. | |||
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)}} | 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)}} | ||
Latest revision as of 09:36, 11 January 2025
| 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...-
rv
-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)
0 4.0 0.
E 20.0 18.0 16.0 14.0 12.0 10.0 8.0 6.0 4.0 19.4 inches 1-hour Cumulative Precipitation I
F KI~~¶3(
2.0 0.0 0
10 20 30 Time (minutes) 40 50 60 Figure 4-2 60 Minute Local Intense Precipitation (LIP) Curve Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPLO62-GIS-AO14 By: MLS Date: 2/8/2013
WJ U
0 4J C.
CI 1.4 1.2 1.0 0.8 0.6 0.4 0.2 0.0 j +/- 1III I I I I I
ll lll I
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iii Vi VV V i
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I 1 11 LL Incremental Precipitation at One Minute Intervals
! i i i i !
I i i i ! i i i i i ! i i
Il-I'll-I II 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 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013
Figure 4-4 Elevations Rendered on the Study Area Grid Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPL062-GIS-A015 By: MLS Date: 2/8/2013
Legend Points of Interest Manning's n
[*
Structures Feet 0
150 300 450 I
__ 1 I
I 0
40 80 120 160 Meters Document Name: FPLTP077-GIS-A021 Projection: State Plane Florida East, NAD 83 (US Feet)
By: MLS Date: 01/06/2013 0.02 0.025 0.08 0.10 o
0.12 Figure 4-5 Manning's n Value Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
00 Li 1:1 Refrences: 1. SFWMD, 2007a Legend
=I Structures Flow Depth (ft) -
0.6 0.7-0.8 0.9-1*0 1.1-1.2 1.3-1.4 1.5-1.6 1.7-1.8 S1.9 - 2.0 S2.1 - 2.5 S2.6 - 3.0 3.1 - 3.5 I
3.6 - 4.0 II4.1 - 5.0 S5.1 - 6.0 1
61 -70 Feet 0
250 500 750 I
I I
I 0
50 100 150 200 250 Meters Figure 4-6 Document Name: FPLTP077-GIS-AO12 Projection: State Plane Florida East, NAD 83 (US Feet)
By: MLS Date: 01/06/2013 Maximum Flow Depth (ft)
Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
References:
- 1. SFWMD, 2007a.
Legend Points of Interest Structures Flow Depth (ft) 1.1 - 1.2 1.9 - 2.0 3.6 - 4.0 06 13-14 21-25 4.41-50 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 6.1-7.0 300 Feet 0
100 200 I
- I I
I I
0 20 40 60 80 Meters Document Name: FPLTPO77-GIS-AO1 3 Projection: Station Plane Florida East, NAD 82 (US Feet)
By: MLS Date: 01/06/2013 Figure 4-7 Points of Interest Overlaid with the Maximum Flow Depth (ft)
Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Reference:
FPL. 2010.
Document Name: FPL062-GIS-A015 By: MLS Date: 2/8/2013 Figure 4-8 Points of Interest Overlaid with Main Plant Site Drawing Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
References:
- 1. SFWMD, 2007a Legend Points of Interest I--]Structures Velocity (ft/s) 0,601 - 0.800 1.501 - 1.750 3.001 - 3.500 0.000 - 0.200 0.801 - 1.000 1.751 - 2.000 3.501 - 4.500 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 I*
I I
I 0
24 48 72 96 Meters Document Name: FPLTP077-GIS-A027 Projection: Station Plane Florida East, NAD 82 (US Feet)
By: MLS Date: 01/06/2013 Figure 4-9 Points of Interest Overlaid with the Peak Flow Velocity (ft/s)
Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
- 1~
/
10331'
'I, 7
II-K
~
I -~
I ~
OONDEI$ ER PIT i1 I I§kfl
=
I: ~
t
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.1
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71
//
/
1 NDI-ŽýP 1 I1 h
~ L~!~'" -~
'4-I FT4."-
____~~~
-1 50oecFý l'~~mn4--
Co FLOR LW E
Reference:
FPL, 1999.
woo;
'~A~A Figure 4-10 Approximate Flood Protected Areas Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013
0.5 0 i-i-FT1
-~
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I H
if I
1211'
_ I -~ --
t I
I
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~
I 00 00
-0.5 Z
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~
H
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I Ti I
L13 Tidal Data (Virginia Key, FL)
Linear Trend (Sea Level Rise)
L &I I
- s-i -
I i 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
3.5 3
2.5 2
01.5 0
" -0.5 alJ
-1.5 S-2 cu05 I -%
i I
Tidal Data (Virginia Key, FL) 2nd Order Trend
___(Sea Level Rise) 1600
-I
=
)
200 400 600 800 1000 1200 Months (0 = Jan 1994) 1400
References:
NOAA, 2012e.
Figure 4-13 Sea Level Rise - 2nd Order Trend Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013
Strom Tracks for CalibrationNalidation Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Miami Harbor Entrance IHO 1
DELFT3D Computed Tide Resynthesized Tide 0-5 Ci)
E a)
-0.51 III'
~IIIIII!.I I
-1 W
-1.5 1 Sep 15 Sep 29 Sep Time 13 Oct 27 Oct Figure 4-15 Tidal Station Calibration Results at IHO Station Miami Harbor Entrance, Florida Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPLO62-GIS-AO14 By: MLS Date: 2/8/2013
,=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 _ _ _ _ D o 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.
Legend:
Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Figure 4-17 Observed Storm Surge Water Levels for Hurricane Andrew Document Name: FPL062-GIS-AO15 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Water Level (meters in Mean Sea Level)
-ý3 25.65 -
25.6 -
25.55 I M
0 0
25.5 F Wind Vector PTN
-80.
-0r1Ck
-8.
-80.2
-80.15
-80.1 1.5 I
I 2
2.5 25.45 -
25.4 -
25.35 F 25.3 -
-80.5
-80.45
-80.4
-80.35
-80.3
-80.25 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 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPL062-GIS-AO14 By: MLS Date: 2/8/2013
Water Level (meters-in Me; ed) 4 25.65 -
Wind Vector PTN 25.6 F 3
25.55 F F 1 2
25.5
.' 25.45
=
=
1 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 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPLO62-GIS-AO14 By: MLS Date: 2/8/2013
Water Level (meters in Mean Sea Leve 1) 25.65 I 25.6 F 25.55 F T
25.5 0
S25.45
~Q\\\\\\ \\\\'~
t,.
Wind Vector PTN
ýrlc 7
Afler orn raCk edrW V 12 4
3 I
25.4 -
0
-1I 25.35 -
25.3
-80.5
-80.45
-80.4
-80.35
-80.3
-80.25
-80.2
-80.15
-80.1 x coordinate --+
-2 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 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013
Water Level (m in MSL)
Wind 25.*5 5 Vector 4
PTN 3.5 25.65 t 25.55 25.45 2.5 t' 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Reference:
Harris, 1963.
Note: Reported values are in feet NGVD 29 datum.
Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Figure 4-22 Observed Storm Surge Water Levels for Hurricane Donna Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear. Generating Station Units 3&4 (PTN)
Reference:
NWS, 1979.
Legend:
Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Figure 4-23 Coastal Distance Intervals in Nautical Miles and Kilometers Document Name: FPL062-GIS-AO15 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
0 0
0 0
0 In
'1 03 0
0 0
a o
0 01 ca co co 0
1 F-7.
- 0.
k ck
-ý M
EASTPORT, ME BOSTON. MASS -
b NEW YORK. NY -
b CHINCOTEAGUE.
VA -
CAPE HATTERAS, N C -O 0HAR.ESTON, S C DAYTONA BEACH. FLA --
MlAWE FLA FT MYERS. FL-A TARPON SPRINGS.
FLA --
APALACHKX1A. FLA---
PENSACOLA, FLA
- SLOX, miss LAKE CHARLES, LA--)-
GALVESTON, TEX ------a PORT ISABEL. TEX S
1 1
1 1 1 1 I j ig
-4 a-2 cc a
I I 1i I
I 1 I
f 0
I 0
0
)
0
)
0 0
C 4 N
0 N
1 C 4 0
o K
N N
,0 0
a0
.0 V
4 N4 N4 N
(
(
N4 N4 In C4 (INDl 3W1SSId lSI+/-N33
Reference:
NWS, 1979.
Figure 4-24 Legend:
STurkey Point Nuclear Generating Station Units 3&4 (PTN)
Central Pressure for the Probable Maximum Hurricane (PMH)
Document Name: FPLO62-GIS-AO15 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
MD) b, 0
0 o
0 0
0
- 4.
_Cv V4 EASTPORT, W------
BOSTON, MASS NEW YORK.
N.Y.-
C -INCOTEAGLE, VA.
CAPE HATTERAS, N.C.---)
CHARLESTON, S.C.--
DAYTONA BEACH. FLA. -.
MIAMI. FLA.
FT. MYERS.
FLA TARPON SPRINGS. FLA.--,
APALACHICOLA.
FLA.----.1 PENSACOLA. FLA.---
BILOXI. MISS.
LAKE CHARLES. LA.--i--
GALVESTON, TEX.
3-*
PORT ISABEL,. TEX.-" I I
I I
I I
I o
X 9
LU
-A CC 0~
x z
0 ao I
I I
' L-
' :it
. "ie
. 0 0*
C l
t4 WI C
(IW NJ scNim wflwixvw :50 smliG
Reference:
NWS, 1979.
Legend:
Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPLO62-GIS-AO15 By: MLS Date: 2/8/2013 Figure 4-25 Adopted Upper and Lower Limits of Radius of Maximum Winds for the Probable Maximum Hurricane (PMH)
Flooding Hazard Reevaluation 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.-
BOSTONK MASS-NEW YORK.
N.Y.-
c.NcEAGU*, VA.---.-
CAPE HATTERAS, N.O.-.
CHARLESTON, S.C.--
DAYTONA BEAC*., FLA. -*
MIAMa FU.L FT. MYERS& FLA.-
TARPON SPRINS, FLAr.-B APALACHICOLA. FLA.--N PENSACOLA.
FLA.------*-
SLOX. MSS.---
LAKE CHARLES, LA.----*
GALVESTON, TEX.--
AORT ISASEL. TEX.--
I 11 I1 1 11 1 11 1 I
5 l-I
~~10 Ii z
2 Z
~I iii I
1I1 I
il II h~ ~~ ~~~~~~~
i
ý-
I I-1 0
40 0
WII Gaads QOUVM8O0i 0
Reference:
NWS, 1979.
Legend:
Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPL062-GIS-AO15 By: MLS Date: 2/8/2013 Figure 4-26 Adopted Probable Maximum Hurricane (PMH)
Upper and Lower Limits of Forward Speed Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
(156P) N01l133NlU
)DYV~i
Reference:
NWS, 1979.
Legend:
Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Figure 4-27 Maximum Allowable Range of the Probable Maximum Hurricane Track Direction Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPLO62-GIS-A015 By: MLS Date: 2/8/2013
Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Hurricane Storm Classification (Saffir-Simpson Hurricane Scale) 0- Category 4 Miles 0
40 80 120 I -- -
- -4I I
- I I
I I
0 50 100 150 200 Kilometers Figure 4-28 Tracks of Historical Hurricanes (Intensities of Category 4 & 5) in the Region of PTN Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
- w. Categroy 5 Document Name: FPLTP077-GIS-A016 Projection: Geographic Coordinate System, WGS 84 By: MLS Date: 01(0612013
Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Miles 0
20 40 60 I _
I_
I I
I 0
20 40 60 80 100 Kilometers Synthetic Storm Tracks for Probable Maximum Storm Surge Analyses Figure 4-29 Document Name: FPLTP077-GIS-A017 Projection: Geographic Coordinate System, WGS 84 By: MLS Date: 01/06/2013 Synthetic Storm Tracks Flooding Hazard Reevaluation 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation 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 RADIUS OF MAXIMUM WINDS (NAUTICAL MILES) 35 40 45 Figure 4-31
Reference:
For storms through 1985 see NWS, 1979; For storms since 1985 see Table 4-15.
Document Name: FPL062-GIS-AO15 By: MLS Date: 3/8/2013 Plot Central Pressure (P0) Versus Radius of Maximum Winds (R) for Extreme Hurricanes, Revised 2013 Flooding Hazard Reevaluation 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
-1 42 1-~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)
A 3/4 3/4 I,
4 d
444
'S 4
S J 4 S 4 I 4~
44 3/4, 3/4, i
d i
'I 1,
//
d/
/
1/
//
'/
17
'Ii,'
'I
/
~1 //
/ //
7
.~
'~t
'-S
~ '
'-5-'.
I'
~V ~
N S
S S 3/4 a
' t t Nautical Miles 0
50 100 I
7 I
A
_£I__
r l A' A
I I
'S
'S
'S I
I N"
\\
1.
">-I II;,
A 140 120 100 80 0
C4
- 0 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 Document Name: FPLTPO77-GIS-A028 Projection: State Plane Florida East, NAD 63 (US Feet)
By: MLS Date: 01/6/2013 Wind Field and Wind Speed Plots Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
9000 92000 W+
EI 1'S 6.28 ft NAVDB8 7.93 ft MLW 1ft NAVD88 Ift MLW NAVD88 MLW I
5.86 7.51 7.68 ft 9.33 ft!
Legend Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Spot Elevation Miami-Dade Co.
DEM (ft NAVD88)
High : 168.113 Low: -18.186 Florida Keys DEM (ft NAVD88)
High: 93.9108 Low: -18.186 Miles 0
1 2
3 t _
_ I I
I I- - I I
I I
0 1
2 3
4 5
Kilometers Figure 4-34 Document Name: FPLTP077-GIS-A024 Projection: State Plane Florida East, NAD 83 (US Feet)
Vertical Datum: NAVD88 By: MLS Date: 01/06/2013 Barrier Island Breakwater Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
1U
.21 V-mI-ZI 11[
II 876B00 Reterences: 1.
Legend Turkey Point Nuclear Generating Station Units 3 & 4 (PTN) l Station (feet)
Cross Section Feet 0
100 200 300 I
I 0
24 48 72 96 Meters Figure 4-35 Relationship of Breakwater to Power Block Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Document Name: FPLTP077-GIS-A025 Projection: State Plant Florida East, NAD 83 ( US feet)
By: MLS Date: 01/06/2013
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 By: MLS Date: 2/8/2013
. Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
Cross Section 1 33 28 23 O18 4L
- ~13
.2~
8 3
PTN FLOOR ELEVATION
_Area Assumed Flat Water f*
~Surface
-__._ _Elevation of I
the Cooling Water Canal
-Ground Surface (feet-NAVD88)
-2 0
100 200 300 400 500 600 700 800 900 1000 1100 Distance along the Cross Section (feet)
Figure 4-37
Reference:
Ford, 2012a.
Document Name: FPL062-GIS-A014 By: MLS Date: 2/8/2013 Representative Cross Section for Wave Analysis Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
75"1 W70W 851N 4"t 351ý 30*N WN1 Quatemary rivers Thick Quatemnay shelf-edge deposits 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)
35°N-
,40"N Sediment age from cores Pleistocene 2
Pliocene A
Miocene cuffiluck Eocene 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
95*W Bs901 Bo6 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: MLS Date: 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 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
in~
1 OVI 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 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
References:
Atlantic and Gulf of Mexico Tsunami Hazard Assessment Group, 2008 Document Name: FPL062-GIS-AO19 By: MLS Date: 2/8/2013
-j CA E
4-,
.4-4.,
4.0 1.5 3.0-2.5 2.0 1.5 5
1.0
____0
-0.--
-2.0
-1.5 0:00 0
2 3
4 5
6 7
8 9
.09:
010.
1 My 17 17 Hours into Model Simulation 23:1 16-05-2
- 30:00 2010 Figure 4-43 Simulated Tsunami Marigram Near PTN (with Manning's n of 0.02 and non-reflective boundaries)
Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
References:
NEE, 2012.
Document Name: FPL062-GIS-A020 By: MLS Date: 2/8/2013
-20 0
40 60 80 m
I lhr-. 20id/05/i 7 04130,00 f
AI" 40 4
o30k-20i1-30 20 10 10 0
0
-10o--
-20
-10
-20
-30
-40
-30[-
-A
-20 0
20
References:
NEE, 2012.
- U OU km 0<-3.0 0<D.5 M<2.5 I<4.5 M <-2.0 0<1.0
- <3.0
- '<.0 0<-1.0 l<1.5 4i1.5 N-.5 0 <0.0 EI <2.0
- <4.0
- )>5.5 Turkey Point Nuclear Generating Station Units 3&4 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 Document Name: FPL062-GIS-A015 By: MLS Date: 2/8/2013 Meteorological and USGS Stations Near PTN Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
( U C-65 E
I-'-60 0
Date Figure 4-46 Water Temperatures at the USGS Stations Near PTN
Reference:
NEE, 2012.
Document Name: FPLO62-GIS-A014 By: MLS Date: 2/8/2013 Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN) 1*
mmsr.~S 3I.
romi. maw. 4. or vvmu. moua. g. Nat,~
/v iz.
- 41. INut"~. 2UI I
Legend Historic Shoreline Turkey Point 1928 Nuclear Generating 1946 Station Units 3&4 (PTN) 197111972 Feet 0
600 1,200 1,800 I_
I I
I I
l I
I I
0 150 300 450 600 Meters Figure 4-47 Docuiment Name: FPLTP077-GIS-A023 Projection: State Plane Florida East, NAD 83 (US Feet)
By: MLS Date: 01/6/2013 Historic Shoreline Changes at PTN Flooding Hazard Reevaluation Turkey Point Nuclear Generating Station Units 3&4 (PTN)
20.0-19.0-
- '18.0~
z W 17.0 w
U-LL Z0z_
/ --
TOTAL PRESSURE 4
-~
HYDRODYNAMIC UJw..
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)