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
HYDROLOGIC ENGINEERING 2.4-196 WATTS BAR WBNP-109 Figure 2.4-65 thru Figure 2.4-67 Are Not Used
2.4-197 HYDROLOGIC ENGINEERING WATTS BAR WBNP-109 THIS PAGE INTENTIONALLY BLANK
2.4-198 HYDROLOGIC ENGINEERING WATTS BAR WBNP-109
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Figure 2.4-68 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Watts Bar Dam
HYDROLOGIC ENGINEERING 2.4-199 WATTS BAR WBNP-109 Figure 2.4-69 Deleted by Amendment 108
2.4-200 HYDROLOGIC ENGINEERING WATTS BAR WBNP-109 Figure 2.4-70 Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-201 WATTS BAR WBNP-109 Figure 2.4-71 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Fort Loudoun Dam
2.4-202 HYDROLOGIC ENGINEERING WATTS BAR WBNP-109 Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam
HYDROLOGIC ENGINEERING 2.4-203 WATTS BAR WBNP-109 Figure 2.4-73 Deleted by Amendment 103
2.4-204 HYDROLOGIC ENGINEERING WATTS BAR WBNP-109 Figure 2.4-74 Deleted by Amendment 108
HYDROLOGIC ENGINEERING 2.4-205 WATTS BAR WBNP-109 Figure 2.4-75 Deleted by Amendment 103
HYDROLOGIC ENGINEERING 2.4-206 WATTS BAR WBNP-109 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 2.4-207 WATTS BAR WBNP-109 Figure 2.4-77 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake -Cherokee Dam
HYDROLOGIC ENGINEERING 2.4-208 WATTS BAR WBNP-109 Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam
HYDROLOGIC ENGINEERING 2.4-209 WATTS BAR WBNP-109 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 2.4-210 WATTS BAR WBNP-109 Figure 2.4-80 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake - Douglas Dam
HYDROLOGIC ENGINEERING 2.4-211 WATTS BAR WBNP-109 Figure 2.4-81 Saddle Dam No. 1 Results of Analysis For Operating Basis Earthquake - Douglas Dam
HYDROLOGIC ENGINEERING 2.4-212 WATTS BAR WBNP-109 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 2.4-213 WATTS BAR WBNP-109 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 2.4-214 WATTS BAR WBNP-109 Figure 2.4-84 Deleted by Amendment 63
HYDROLOGIC ENGINEERING 2.4-215 WATTS BAR WBNP-109 Figure 2.4-85 Deleted by Amendment 63
HYDROLOGIC ENGINEERING 2.4-216 WATTS BAR WBNP-109 Figure 2.4-86 Spillway Results of Analysis For SSE Earthquake Fort Loudoun Dam
HYDROLOGIC ENGINEERING 2.4-217 WATTS BAR WBNP-109 Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam
HYDROLOGIC ENGINEERING 2.4-218 WATTS BAR WBNP-109 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 2.4-219 WATTS BAR WBNP-109 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 2.4-220 WATTS BAR WBNP-109 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 2.4-221 WATTS BAR WBNP-109 Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity
HYDROLOGIC ENGINEERING 2.4-222 WATTS BAR WBNP-109 Figure 2.4-92 Deleted by Amendment 103
HYDROLOGIC ENGINEERING 2.4-223 WATTS BAR WBNP-109 Figure 2.4-93 SSE With Epicenter In West Knoxville Vicinity
HYDROLOGIC ENGINEERING 2.4-224 WATTS BAR WBNP-109 Figure 2.4-94 Location of SSE For Simultaneous Failure of The Douglas and Fontana Dams
HYDROLOGIC ENGINEERING 2.4-225 WATTS BAR WBNP-109 Figure 2.4-95 Deleted by Amendment 103
HYDROLOGIC ENGINEERING 2.4-226 WATTS BAR WBNP-109 Figure 2.4-96 Deleted by Amendment 103
HYDROLOGIC ENGINEERING 2.4-227 WATTS BAR WBNP-109 Figure 2.4-97 Deleted by Amendment 103
HYDROLOGIC ENGINEERING 2.4-228 WATTS BAR WBNP-109 Figure 2.4-98 Not Used
HYDROLOGIC ENGINEERING 2.4-229 WATTS BAR WBNP-109 Figure 2.4-99 Grading Plan Intake Channel
HYDROLOGIC ENGINEERING 2.4-230 WATTS BAR WBNP-109 Figure 2.4-100 Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-231 WATTS BAR WBNP-109 Figure 2.4-101 Deleted by Amendment 33
HYDROLOGIC ENGINEERING 2.4-232 WATTS BAR WBNP-109 Figure 2.4-102 Wells And Spring Inventory Within 2-Mile Radius of Watts Bar Nuclear Plant Site
HYDROLOGIC ENGINEERING 2.4-233 WATTS BAR WBNP-109 Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site
HYDROLOGIC ENGINEERING 2.4-234 WATTS BAR WBNP-109 Figure 2.4-104 Locations of Ground - Water Observation Wells
HYDROLOGIC ENGINEERING 2.4-235 WATTS BAR WBNP-109 Figure 2.4-105 Generalized Water-Table Contour Map January 1972
HYDROLOGIC ENGINEERING 2.4-236 WATTS BAR WBNP-109 Figure 2.4-106 Mechanical - Flow Diagram Fuel Pool Cooling and Cleaning System
HYDROLOGIC ENGINEERING 2.4-237 WATTS BAR WBNP-109 Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System
HYDROLOGIC ENGINEERING 2.4-238 WATTS BAR WBNP-109 Figure 2.4-108 Schematic Flow Diagram Flood Protection Provisions Open Reactor Cooling (Unit 1 Shown, Unit 2 Similar)
HYDROLOGIC ENGINEERING 2.4-239 WATTS BAR WBNP-109 Figure 2.4-109 Schematic Flow Diagram Flood Protection Provisions Natural Convection Cooling (Unit 1 Shown, Unit 2 Similar)
HYDROLOGIC ENGINEERING 2.4-240 WATTS BAR WBNP-109 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 2.4-241 WATTS BAR WBNP-109 Figure 2.4-110 (Sheet 2) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Summer Events
2.4-242 HYDROLOGIC ENGINEERING WATTS BAR WBNP-109 Figure 2.4-111 Deleted by Amendment 103
HYDROLOGIC ENGINEERING 2.4-243 WATTS BAR WBNP-109 Figure 2.4-112 OBE with Epicenter Within Area Shown
HYDROLOGIC ENGINEERING 2.4-244 WATTS BAR WBNP-109 Figure 2.4-113 Deleted by Amendment 107
2.4-245 HYDROLOGIC ENGINEERING WATTS BAR WBNP-109 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 2.4-246 WATTS BAR WBNP-109 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 2.4-247 WATTS BAR WBNP-109 Figure 2.4-116 OBE Failure of Cherokee, Douglas and Tellico Dams with 1/2 PMF Event Failure Wave at Watts Bar Nuclear Plant