ML14160B095

Final Safety Analysis Report, Amendment 112, Section 2.4, Hydrologic Engineering, Part 3 of 3

ML14160B095
Person / Time
Site:	Watts Bar
Issue date:	05/30/2014
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
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ML14160A901	List: ML14160B088 ML14160B089 ML14160B090 ML14160B091 ML14160B092 ML14160B093 ML14160B094 ML14160B095 ML14160B096 ML14160B097 ML14160B098 ML14160B099 ML14160B100 ML14160B101 ML14160B102 ML14160B104 ML14160B105 ML14160B106 ML14160B107 ML14160B108 ML14160B109 ML14160B110 ML14160B111 ML14160B112 ML14160B113 ML14160B114 ML14160B115 ML14160B116 ML14160B117 ML14160B118 ML14160B119 ML14161A058 ML14161A060 ML14161A061 ML14161A062 ML14161A063 ML14161A064 ML14161A065 ML14161A066 ML14161A067 ML14161A068 ML14161A069 ML14161A070 ML14161A071 ML14161A072 ML14161A073 ML14161A074 ML14161A075 ML14161A076 ML14161A077 ... further results
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Download: ML14160B095 (52)

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WATTS BAR WBNP-112 Figure 2.4-65 thru Figure 2.4-67 Are Not Used HYDROLOGIC ENGINEERING 2.4-196

WATTS BAR WBNP-112 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-112 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-112 Figure 2.4-69 Deleted by Amendment 108 HYDROLOGIC ENGINEERING 2.4-199

WATTS BAR WBNP-112 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-112 2.4-201

2.4-202 WATTS BAR Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam WBNP-112 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-112 Figure 2.4-73 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-203

WATTS BAR WBNP-112 Figure 2.4-74 Deleted by Amendment 108 2.4-204 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-112 Figure 2.4-75 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-205

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 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-112 2.4-207

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam WBNP-112 2.4-208

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 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-112 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-112 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-112 2.4-212

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 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-112 Figure 2.4-84 Deleted by Amendment 63 HYDROLOGIC ENGINEERING 2.4-214

WATTS BAR WBNP-112 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-112 2.4-216

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam WBNP-112 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-112 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-112 2.4-219

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 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-112 Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity HYDROLOGIC ENGINEERING 2.4-221

WATTS BAR WBNP-112 Figure 2.4-92 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-222

WATTS BAR WBNP-112 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-112 2.4-224

WATTS BAR WBNP-112 Figure 2.4-95 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-225

WATTS BAR WBNP-112 Figure 2.4-96 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-226

WATTS BAR WBNP-112 Figure 2.4-97 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-227

WATTS BAR WBNP-112 Figure 2.4-98 Not Used HYDROLOGIC ENGINEERING 2.4-228

WATTS BAR WBNP-112 Figure 2.4-99 Grading Plan Intake Channel HYDROLOGIC ENGINEERING 2.4-229

WATTS BAR WBNP-112 Figure 2.4-100 Deleted by Amendment 83 HYDROLOGIC ENGINEERING 2.4-230

WATTS BAR WBNP-112 Figure 2.4-101 Deleted by Amendment 33 HYDROLOGIC ENGINEERING 2.4-231

WATTS BAR WBNP-112 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-112 Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site HYDROLOGIC ENGINEERING 2.4-233

WATTS BAR WBNP-112 Figure 2.4-104 Locations of Ground - Water Observation Wells HYDROLOGIC ENGINEERING 2.4-234

WATTS BAR WBNP-112 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-112 2.4-236

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System WBNP-112 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-112 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-112 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-112 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-112 2.4-241

WATTS BAR WBNP-112 Figure 2.4-111 Deleted by Amendment 103 2.4-242 HYDROLOGIC ENGINEERING

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

WATTS BAR WBNP-112 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-112 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-112 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-112 2.4-247