ML101610316
| ML101610316 | |
| Person / Time | |
|---|---|
| Site: | Watts Bar  |
| Issue date: | 05/27/2010 |
| From: | Tennessee Valley Authority |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML101610316 (76) | |
Text
HYDROLOGIC ENGINEERING 2.4-166 WATTS BAR WBNP-99 Figure 2.4-30 thru Figure 2.4-40 Are Not Used
2.4-167 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99 THIS PAGE INTENTIONALLY BLANK
HYDROLOGIC ENGINEERING 2.4-168 WATTS BAR WBNP-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40a Main Plant Site Grading And Drainage System For Flood Studies Sheet 1
HYDROLOGIC ENGINEERING 2.4-169 WATTS BAR WBNP-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40a Main Plant Site Grading and Drainage System For Flood Studies Sheet 2
HYDROLOGIC ENGINEERING 2.4-170 WATTS BAR WBNP-99 Figure 2.4-40a Main Plant Site Grading and Drainage System For Flood Studies Sheet 3
HYDROLOGIC ENGINEERING 2.4-171 WATTS BAR WBNP-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40b Main Plant General Plan
HYDROLOGIC ENGINEERING 2.4-172 WATTS BAR WBNP-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40c Yard Site Grading and Drainage System For Flood Studies
HYDROLOGIC ENGINEERING 2.4-173 WATTS BAR WBNP-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40d-1 Main Plant Plant Perimeter Roads Plan and Profile Sheet 1
HYDROLOGIC ENGINEERING 2.4-174 WATTS BAR WBNP-99 Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 2
HYDROLOGIC ENGINEERING 2.4-175 WATTS BAR WBNP-99 Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 3
HYDROLOGIC ENGINEERING 2.4-176 WATTS BAR WBNP-99 Figure 2.4-40e Access Highway TVA DWG 1001H202 R4 - Sheet 1
HYDROLOGIC ENGINEERING 2.4-177 WATTS BAR WBNP-99 Figure 2.4-40e Access Highway TVA DWG. 1001H201 R4 - Sheet 2
HYDROLOGIC ENGINEERING 2.4-178 WATTS BAR WBNP-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40f Main Plant Main Plant Tracks Plan - Sheet 1
HYDROLOGIC ENGINEERING 2.4-179 WATTS BAR WBNP-99 Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 2
HYDROLOGIC ENGINEERING 2.4-180 WATTS BAR WBNP-99 Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 3
HYDROLOGIC ENGINEERING 2.4-181 WATTS BAR WBNP-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 1
HYDROLOGIC ENGINEERING 2.4-182 WATTS BAR WBNP-99 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 2
HYDROLOGIC ENGINEERING 2.4-183 WATTS BAR WBNP-99 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 3
HYDROLOGIC ENGINEERING 2.4-184 WATTS BAR WBNP-99 Figure 2.4-40h Probable Maximum Precipation Point Rainfall
HYDROLOGIC ENGINEERING 2.4-185 WATTS BAR WBNP-99 Figure 2.4-40i Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-186 WATTS BAR WBNP-99 Figure 2.4-40j Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-187 WATTS BAR WBNP-99 Figure 2.4-40k Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-188 WATTS BAR WBNP-99 Figure 2.4-40L Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-189 WATTS BAR WBNP-99 THIS PAGE INTENTIONALLY BLANK
HYDROLOGIC ENGINEERING 2.4-190 WATTS BAR WBNP-99 Figure 2.4-41 thru Figure 2.4-60 Are Not Used
2.4-191 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99 THIS PAGE INTENTIONALLY BLANK
HYDROLOGIC ENGINEERING 2.4-192 WATTS BAR WBNP-99 Figure 2.4-61 Watts Bar Probable Maximum Flood Water Levels Before and After Embankment Failure
2.4-193 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99 Figure 2.4-62 Relative Bore Height (After J. J. Stroker, REF. 31)
HYDROLOGIC ENGINEERING 2.4-194 WATTS BAR WBNP-99 Figure 2.4-63 Assumed Limits of Embankment Failure Wave Expansion
2.4-195 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99 Figure 2.4-64 Watts Bar Nuclear Plant Probable Maximum Flood Elevation
HYDROLOGIC ENGINEERING 2.4-196 WATTS BAR WBNP-99 Figure 2.4-65 thru Figure 2.4-67 Are Not Used
2.4-197 HYDROLOGIC ENGINEERING WATTS BAR THIS PAGE INTENTIONALLY BLANK
2.4-198 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99
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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-99 Figure 2.4-69 Embankment Results of Analysis For Operating Basis Earthquake
2.4-200 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99 Figure 2.4-70 Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-201 WATTS BAR WBNP-99 Figure 2.4-71 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Fort Loudoun Dam
2.4-202 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99 Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam
HYDROLOGIC ENGINEERING 2.4-203 WATTS BAR WBNP-99 Figure 2.4-73 Nonoverflow & Spillway Results of Analysis For Operating Basis Earthquake - Tellico Dam
2.4-204 HYDROLOGIC ENGINEERING WATTS BAR WBNP-99 Figure 2.4-74 Embankment Results For Analysis For Operating Basis Earthquake - Tellico Dam
HYDROLOGIC ENGINEERING 2.4-205 WATTS BAR WBNP-99 Figure 2.4-75 Spillway & Nonoverflow Results of Analysis For OBE & 1/2 PMF-Norris Dam
HYDROLOGIC ENGINEERING 2.4-206 WATTS BAR WBNP-99 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-99 Figure 2.4-77 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake -Cherokee Dam
HYDROLOGIC ENGINEERING 2.4-208 WATTS BAR WBNP-99 Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam
HYDROLOGIC ENGINEERING 2.4-209 WATTS BAR WBNP-99 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-99 Figure 2.4-80 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake - Douglas Dam
HYDROLOGIC ENGINEERING 2.4-211 WATTS BAR WBNP-99 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-99 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-99 Security-Related Information - Withheld Under 10CFR2.390 Figure 2.4-83 Fontana Dam Assumed Condition of Dam after Failure aBE And 1/2 Probable Maximum Flood - Fontana Dam
HYDROLOGIC ENGINEERING 2.4-214 WATTS BAR WBNP-99 Figure 2.4-84 Deleted by Amendment 63
HYDROLOGIC ENGINEERING 2.4-215 WATTS BAR WBNP-99 Figure 2.4-85 Deleted by Amendment 63
HYDROLOGIC ENGINEERING 2.4-216 WATTS BAR WBNP-99 Figure 2.4-86 Spillway Results of Analysis For SSE Earthquake Fort Loudoun Dam
HYDROLOGIC ENGINEERING 2.4-217 WATTS BAR WBNP-99 Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam
HYDROLOGIC ENGINEERING 2.4-218 WATTS BAR WBNP-99 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-99 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-99 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-99 Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity
HYDROLOGIC ENGINEERING 2.4-222 WATTS BAR WBNP-99 Figure 2.4-92 Time and Date Flood Hydrographs
HYDROLOGIC ENGINEERING 2.4-223 WATTS BAR WBNP-99 Figure 2.4-93 SSE With Epicenter In West Knoxville Vicinity
HYDROLOGIC ENGINEERING 2.4-224 WATTS BAR WBNP-99 Figure 2.4-94 Location of SSE For Simultaneous Failure of The Douglas and Fontana Dams
HYDROLOGIC ENGINEERING 2.4-225 WATTS BAR WBNP-99 Figure 2.4-95 Tennessee River Mile 523.2 Watts Bar Nuclear Plant Rating Curve
HYDROLOGIC ENGINEERING 2.4-226 WATTS BAR WBNP-99 Figure 2.4-96 Cross Sections Tennessee River (mile 521.00) (mile 520.70) (mile 520.60)
HYDROLOGIC ENGINEERING 2.4-227 WATTS BAR WBNP-99 Figure 2.4-97 Channel Profile Tennessee River (mile 520.0 to mile 521.37)
HYDROLOGIC ENGINEERING 2.4-228 WATTS BAR WBNP-99 Figure 2.4-98 Not Used
HYDROLOGIC ENGINEERING 2.4-229 WATTS BAR WBNP-99 Figure 2.4-99 Grading Plan Intake Channel
HYDROLOGIC ENGINEERING 2.4-230 WATTS BAR WBNP-99 Figure 2.4-100 Deleted by Amendment 83
HYDROLOGIC ENGINEERING 2.4-231 WATTS BAR WBNP-99 Figure 2.4-101 Deleted by Amendment 33
HYDROLOGIC ENGINEERING 2.4-232 WATTS BAR WBNP-99 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-99 Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site
HYDROLOGIC ENGINEERING 2.4-234 WATTS BAR WBNP-99 Figure 2.4-104 Locations of Ground - Water Observation Wells
HYDROLOGIC ENGINEERING 2.4-235 WATTS BAR WBNP-99 Figure 2.4-105 Generalized Water-Table Contour Map January 1972
HYDROLOGIC ENGINEERING 2.4-236 WATTS BAR WBNP-99 Figure 2.4-106 Mechanical - Flow Diagram Fuel Pool Cooling and Cleaning System
HYDROLOGIC ENGINEERING 2.4-237 WATTS BAR WBNP-99 Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System
HYDROLOGIC ENGINEERING 2.4-238 WATTS BAR WBNP-99 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-99 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-99 Figure 2.4-110 Watts Bar Nuclear Plant Rainfall Flood Protection Plan Basis For Safe Shutdown For Plant Flooding
HYDROLOGIC ENGINEERING 2.4-241 WATTS BAR WBNP-99 Figure 2.4-111 Douglas PMF Failure Wave at Watts Bar Plant