ML12244A061
| ML12244A061 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 08/23/2012 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML12244A061 (52) | |
Text
WATTS BAR WBNP-109 Figure 2.4-65 thru Figure 2.4-67 Are Not Used HYDROLOGIC ENGINEERING 2.4-196
WATTS BAR WBNP-109 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-109 HYDROLOGIC ENGINEERING
WATTS BAR WBNP-109 Figure 2.4-69 Deleted by Amendment 108 HYDROLOGIC ENGINEERING 2.4-199
WATTS BAR WBNP-109 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-109 2.4-201
2.4-202 WATTS BAR Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam WBNP-109 HYDROLOGIC ENGINEERING
WATTS BAR WBNP-109 Figure 2.4-73 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-203
WATTS BAR WBNP-109 Figure 2.4-74 Deleted by Amendment 108 2.4-204 HYDROLOGIC ENGINEERING
WATTS BAR WBNP-109 Figure 2.4-75 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-205
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 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-109 2.4-207
WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam WBNP-109 2.4-208
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 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-109 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-109 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-109 2.4-212
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 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-109 Figure 2.4-84 Deleted by Amendment 63 HYDROLOGIC ENGINEERING 2.4-214
WATTS BAR WBNP-109 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-109 2.4-216
WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam WBNP-109 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-109 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-109 2.4-219
Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-109 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-109 Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity HYDROLOGIC ENGINEERING 2.4-221
WATTS BAR WBNP-109 Figure 2.4-92 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-222
WATTS BAR WBNP-109 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-109 2.4-224
WATTS BAR WBNP-109 Figure 2.4-95 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-225
WATTS BAR WBNP-109 Figure 2.4-96 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-226
WATTS BAR WBNP-109 Figure 2.4-97 Deleted by Amendment 103 HYDROLOGIC ENGINEERING 2.4-227
WATTS BAR WBNP-109 Figure 2.4-98 Not Used HYDROLOGIC ENGINEERING 2.4-228
WATTS BAR WBNP-109 Figure 2.4-99 Grading Plan Intake Channel HYDROLOGIC ENGINEERING 2.4-229
WATTS BAR WBNP-109 Figure 2.4-100 Deleted by Amendment 83 HYDROLOGIC ENGINEERING 2.4-230
WATTS BAR WBNP-109 Figure 2.4-101 Deleted by Amendment 33 HYDROLOGIC ENGINEERING 2.4-231
WATTS BAR WBNP-109 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-109 Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site HYDROLOGIC ENGINEERING 2.4-233
WATTS BAR WBNP-109 Figure 2.4-104 Locations of Ground - Water Observation Wells HYDROLOGIC ENGINEERING 2.4-234
WATTS BAR WBNP-109 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-109 2.4-236
WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System WBNP-109 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-109 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-109 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-109 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-109 2.4-241
WATTS BAR WBNP-109 Figure 2.4-111 Deleted by Amendment 103 2.4-242 HYDROLOGIC ENGINEERING
WATTS BAR WBNP-109 Figure 2.4-112 OBE with Epicenter Within Area Shown HYDROLOGIC ENGINEERING 2.4-243
WATTS BAR WBNP-109 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-109 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-109 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-109 2.4-247