ML15279A260

Amendment 114 to Final Safety Analysis Report, Section 2.4 - Hydrologic Engineering, Pages 2.4-254 - 2.4-305

ML15279A260
Person / Time
Site:	Watts Bar
Issue date:	09/11/2015
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
Shared Package
ML15279A332	List: CNL-15-183, Amendment 114 to Final Safety Analysis Report, Figure 2.5-605, Underground Barrier Trench B STA 4+50 ML15279A240 ML15279A246 ML15279A247 ML15279A248 ML15279A249 ML15279A250 ML15279A251 ML15279A253 ML15279A254 ML15279A255 ML15279A256 ML15279A257 ML15279A260 ML15279A261 ML15279A263 ML15279A264 ML15279A265 ML15279A266 ML15279A267 ML15279A268 ML15279A269 ML15279A270 ML15279A272 ML15279A273 ML15279A274 ML15279A275 ML15279A276 ML15279A277 ML15279A278 ML15279A279 ML15279A280 ML15279A281 ML15279A282 ML15279A284 ML15279A285 ML15279A286 ML15279A287 ML15279A288 ML15279A289 ML15279A290 ML15279A291 ML15279A293 ML15279A294 ML15279A295 ML15279A296 ML15279A297 ML15279A298 ML15279A299 ML15279A301 ... further results
References
CNL-15-183
Download: ML15279A260 (52)

Text

HYDROLOGIC ENGINEERING 2.4-254 WATTS BAR WBNP-114 Figure 2.4-65 thru Figure 2.4-67 Are Not Used

2.4-255 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 THIS PAGE INTENTIONALLY BLANK

2.4-256 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114

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Figure 2.4-68 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Watts Bar Dam

HYDROLOGIC ENGINEERING 2.4-257 WATTS BAR WBNP-114 Figure 2.4-69 Deleted by Amendment 108

2.4-258 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-70 Deleted by Amendment 83

HYDROLOGIC ENGINEERING 2.4-259 WATTS BAR WBNP-114 Figure 2.4-71 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Fort Loudoun Dam

2.4-260 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam

HYDROLOGIC ENGINEERING 2.4-261 WATTS BAR WBNP-114 Figure 2.4-73 Deleted by Amendment 103

2.4-262 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-74 Deleted by Amendment 108

HYDROLOGIC ENGINEERING 2.4-263 WATTS BAR WBNP-114 Figure 2.4-75 Deleted by Amendment 103

HYDROLOGIC ENGINEERING 2.4-264 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-76 Analysis For OBE & 1/2 PMF Assumed Condition of Dam After Failure Norris Dam

HYDROLOGIC ENGINEERING 2.4-265 WATTS BAR WBNP-114 Figure 2.4-77 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake -Cherokee Dam

HYDROLOGIC ENGINEERING 2.4-266 WATTS BAR WBNP-114 Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam

HYDROLOGIC ENGINEERING 2.4-267 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-79 Assumed Condition of Dam After Failure PBE And 1/2 Probable Max Flood - Cherokee Dam

HYDROLOGIC ENGINEERING 2.4-268 WATTS BAR WBNP-114 Figure 2.4-80 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake - Douglas Dam

HYDROLOGIC ENGINEERING 2.4-269 WATTS BAR WBNP-114 Figure 2.4-81 Saddle Dam No. 1 Results of Analysis For Operating Basis Earthquake - Douglas Dam

HYDROLOGIC ENGINEERING 2.4-270 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-82 Douglas Dam Assumed Condition of Dam After Failure aBE And 1/2 Probable Maximum Flood - Douglas Project

HYDROLOGIC ENGINEERING 2.4-271 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-83 Fontana Dam Assumed Condition of Dam after Failure OBE And 1/2 Probable Maximum Flood

HYDROLOGIC ENGINEERING 2.4-272 WATTS BAR WBNP-114 Figure 2.4-84 Deleted by Amendment 63

HYDROLOGIC ENGINEERING 2.4-273 WATTS BAR WBNP-114 Figure 2.4-85 Deleted by Amendment 63

HYDROLOGIC ENGINEERING 2.4-274 WATTS BAR WBNP-114 Figure 2.4-86 Spillway Results of Analysis For SSE Earthquake Fort Loudoun Dam

HYDROLOGIC ENGINEERING 2.4-275 WATTS BAR WBNP-114 Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam

HYDROLOGIC ENGINEERING 2.4-276 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-88 Fort Loudoun Dam Assumed Condition of Dam After Failure SSE Combined With a 25 Year Flood - Fort Loudoun Dam

HYDROLOGIC ENGINEERING 2.4-277 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-89 Tellico Dam Assumed Condition of Dam After Failure SSE Combined With a 25 Year Flood Tellico Project

HYDROLOGIC ENGINEERING 2.4-278 WATTS BAR WBNP-114 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-90 Norris Dam SSE + 25 Year Flood Judged Condition of Dam After Failure - Norris Dam

HYDROLOGIC ENGINEERING 2.4-279 WATTS BAR WBNP-114 Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity

HYDROLOGIC ENGINEERING 2.4-280 WATTS BAR WBNP-114 Figure 2.4-92 Deleted by Amendment 103

HYDROLOGIC ENGINEERING 2.4-281 WATTS BAR WBNP-114 Figure 2.4-93 SSE With Epicenter In West Knoxville Vicinity

HYDROLOGIC ENGINEERING 2.4-282 WATTS BAR WBNP-114 Figure 2.4-94 Location of SSE For Simultaneous Failure of The Douglas and Fontana Dams

HYDROLOGIC ENGINEERING 2.4-283 WATTS BAR WBNP-114 Figure 2.4-95 Deleted by Amendment 103

HYDROLOGIC ENGINEERING 2.4-284 WATTS BAR WBNP-114 Figure 2.4-96 Deleted by Amendment 103

HYDROLOGIC ENGINEERING 2.4-285 WATTS BAR WBNP-114 Figure 2.4-97 Deleted by Amendment 103

HYDROLOGIC ENGINEERING 2.4-286 WATTS BAR WBNP-114 Figure 2.4-98 Not Used

HYDROLOGIC ENGINEERING 2.4-287 WATTS BAR WBNP-114 Figure 2.4-99 Grading Plan Intake Channel

HYDROLOGIC ENGINEERING 2.4-288 WATTS BAR WBNP-114 Figure 2.4-100 Deleted by Amendment 83

HYDROLOGIC ENGINEERING 2.4-289 WATTS BAR WBNP-114 Figure 2.4-101 Deleted by Amendment 33

HYDROLOGIC ENGINEERING 2.4-290 WATTS BAR WBNP-114 Figure 2.4-102 Wells And Spring Inventory Within 2-Mile Radius of Watts Bar Nuclear Plant Site

HYDROLOGIC ENGINEERING 2.4-291 WATTS BAR WBNP-114 Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site

HYDROLOGIC ENGINEERING 2.4-292 WATTS BAR WBNP-114 Figure 2.4-104 Locations of Ground - Water Observation Wells

HYDROLOGIC ENGINEERING 2.4-293 WATTS BAR WBNP-114 Figure 2.4-105 Generalized Water-Table Contour Map January 1972

HYDROLOGIC ENGINEERING 2.4-294 WATTS BAR WBNP-114 Figure 2.4-106 Mechanical - Flow Diagram Fuel Pool Cooling and Cleaning System

HYDROLOGIC ENGINEERING 2.4-295 WATTS BAR WBNP-114 Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System

HYDROLOGIC ENGINEERING 2.4-296 WATTS BAR WBNP-114 Figure 2.4-108 Schematic Flow Diagram Flood Protection Provisions Open Reactor Cooling (Unit 1 Shown, Unit 2 Similar)

HYDROLOGIC ENGINEERING 2.4-297 WATTS BAR WBNP-114 Figure 2.4-109 Schematic Flow Diagram Flood Protection Provisions Natural Convection Cooling (Unit 1 Shown, Unit 2 Similar)

HYDROLOGIC ENGINEERING 2.4-298 WATTS BAR WBNP-114 Figure 2.4-110 (Sheet 1) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Winter Events

HYDROLOGIC ENGINEERING 2.4-299 WATTS BAR WBNP-114 Figure 2.4-110 (Sheet 2) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Summer Events

2.4-300 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-111 Deleted by Amendment 103

HYDROLOGIC ENGINEERING 2.4-301 WATTS BAR WBNP-114 Figure 2.4-112 OBE with Epicenter Within Area Shown

HYDROLOGIC ENGINEERING 2.4-302 WATTS BAR WBNP-114 Figure 2.4-113 Deleted by Amendment 107

2.4-303 HYDROLOGIC ENGINEERING WATTS BAR WBNP-114 Figure 2.4-114 SSE Failure of Norris, Cherokee, Douglas, and Tellico Dams with 25-Year Flood Failure Wave at Watts Bar Nuclear Plant

HYDROLOGIC ENGINEERING 2.4-304 WATTS BAR WBNP-114 Figure 2.4-115 OBE Failure of Norris and Tellico Dams with 1/2 PMF Event Failure Wave at Watts Bar Nuclear Plant

HYDROLOGIC ENGINEERING 2.4-305 WATTS BAR WBNP-114 Figure 2.4-116 OBE Failure of Cherokee, Douglas and Tellico Dams with 1/2 PMF Event Failure Wave at Watts Bar Nuclear Plant