ML13255A267

Final Safety Analysis Report (Fsar), Amendment 110, Section 2.4 Hydrologic Engineering, Part 2 of 2

ML13255A267
Person / Time
Site:	Watts Bar
Issue date:	08/14/2013
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
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Download: ML13255A267 (52)

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WATTS BAR WBNP-110 Figure 2.4-65 thru Figure 2.4-67 Are Not Used HYDROLOGIC ENGINEERING 2.4-196

WATTS BAR WBNP-110 THIS PAGE INTENTIONALLY BLANK 2.4-197 HYDROLOGIC ENGINEERING

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2.4-198 WATTS BAR Figure 2.4-68 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Watts Bar Dam WBNP-110 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-110 Figure 2.4-69 Deleted by Amendment 108 HYDROLOGIC ENGINEERING 2.4-199

WATTS BAR WBNP-110 Figure 2.4-70 Deleted by Amendment 83 2.4-200 HYDROLOGIC ENGINEERING

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-71 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Fort Loudoun Dam WBNP-110 2.4-201

2.4-202 WATTS BAR Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam WBNP-110 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-110 Figure 2.4-73 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-203

WATTS BAR WBNP-110 Figure 2.4-74 Deleted by Amendment 108 2.4-204 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-110 Figure 2.4-75 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-205

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-110 Figure 2.4-76 Analysis For OBE & 1/2 PMF Assumed Condition of Dam After Failure Norris Dam HYDROLOGIC ENGINEERING 2.4-206

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-77 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake -Cherokee Dam WBNP-110 2.4-207

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam WBNP-110 2.4-208

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-110 Figure 2.4-79 Assumed Condition of Dam After Failure PBE And 1/2 Probable Max Flood - Cherokee Dam HYDROLOGIC ENGINEERING 2.4-209

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-80 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake - Douglas Dam WBNP-110 2.4-210

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-81 Saddle Dam No. 1 Results of Analysis For Operating Basis Earthquake - Douglas Dam WBNP-110 2.4-211

WATTS BAR HYDROLOGIC ENGINEERING 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 WBNP-110 2.4-212

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-110 Figure 2.4-83 Fontana Dam Assumed Condition of Dam after Failure OBE And 1/2 Probable Maximum Flood HYDROLOGIC ENGINEERING 2.4-213

WATTS BAR WBNP-110 Figure 2.4-84 Deleted by Amendment 63 HYDROLOGIC ENGINEERING 2.4-214

WATTS BAR WBNP-110 Figure 2.4-85 Deleted by Amendment 63 HYDROLOGIC ENGINEERING 2.4-215

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-86 Spillway Results of Analysis For SSE Earthquake Fort Loudoun Dam WBNP-110 2.4-216

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam WBNP-110 2.4-217

WATTS BAR HYDROLOGIC ENGINEERING 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 WBNP-110 2.4-218

WATTS BAR HYDROLOGIC ENGINEERING 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 WBNP-110 2.4-219

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-110 Figure 2.4-90 Norris Dam SSE + 25 Year Flood Judged Condition of Dam After Failure - Norris Dam HYDROLOGIC ENGINEERING 2.4-220

WATTS BAR WBNP-110 Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity HYDROLOGIC ENGINEERING 2.4-221

WATTS BAR WBNP-110 Figure 2.4-92 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-222

WATTS BAR WBNP-110 Figure 2.4-93 SSE With Epicenter In West Knoxville Vicinity HYDROLOGIC ENGINEERING 2.4-223

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-94 Location of SSE For Simultaneous Failure of The Douglas and Fontana Dams WBNP-110 2.4-224

WATTS BAR WBNP-110 Figure 2.4-95 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-225

WATTS BAR WBNP-110 Figure 2.4-96 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-226

WATTS BAR WBNP-110 Figure 2.4-97 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-227

WATTS BAR WBNP-110 Figure 2.4-98 Not Used HYDROLOGIC ENGINEERING 2.4-228

WATTS BAR WBNP-110 Figure 2.4-99 Grading Plan Intake Channel HYDROLOGIC ENGINEERING 2.4-229

WATTS BAR WBNP-110 Figure 2.4-100 Deleted by Amendment 83 HYDROLOGIC ENGINEERING 2.4-230

WATTS BAR WBNP-110 Figure 2.4-101 Deleted by Amendment 33 HYDROLOGIC ENGINEERING 2.4-231

WATTS BAR WBNP-110 Figure 2.4-102 Wells And Spring Inventory Within 2-Mile Radius of Watts Bar Nuclear Plant Site HYDROLOGIC ENGINEERING 2.4-232

WATTS BAR WBNP-110 Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site HYDROLOGIC ENGINEERING 2.4-233

WATTS BAR WBNP-110 Figure 2.4-104 Locations of Ground - Water Observation Wells HYDROLOGIC ENGINEERING 2.4-234

WATTS BAR WBNP-110 Figure 2.4-105 Generalized Water-Table Contour Map January 1972 HYDROLOGIC ENGINEERING 2.4-235

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-106 Mechanical - Flow Diagram Fuel Pool Cooling and Cleaning System WBNP-110 2.4-236

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System WBNP-110 2.4-237

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

WBNP-110 2.4-238

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

WBNP-110 2.4-239

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-110 (Sheet 1) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Winter Events WBNP-110 2.4-240

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-110 (Sheet 2) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Summer Events WBNP-110 2.4-241

WATTS BAR WBNP-110 Figure 2.4-111 Deleted by Amendment 103 2.4-242 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-110 Figure 2.4-112 OBE with Epicenter Within Area Shown HYDROLOGIC ENGINEERING 2.4-243

WATTS BAR WBNP-110 Figure 2.4-113 Deleted by Amendment 107 HYDROLOGIC ENGINEERING 2.4-244

2.4-245 WATTS BAR Figure 2.4-114 SSE Failure of Norris, Cherokee, Douglas, and Tellico Dams with 25-Year Flood Failure Wave at Watts Bar Nuclear Plant WBNP-110 HYDROLOGIC ENGINEERING

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-115 OBE Failure of Norris and Tellico Dams with 1/2 PMF Event Failure Wave at Watts Bar Nuclear Plant WBNP-110 2.4-246

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-116 OBE Failure of Cherokee, Douglas and Tellico Dams with 1/2 PMF Event Failure Wave at Watts Bar Nuclear Plant WBNP-110 2.4-247