ML14160B094

Final Safety Analysis Report, Amendment 112, Section 2.4, Hydrologic Engineering, Part 2 of 3

ML14160B094
Person / Time
Site:	Watts Bar
Issue date:	05/30/2014
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
Shared Package
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Download: ML14160B094 (64)

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2.4-132 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Chickamauga Dam Figure 2.4-11 (Sheet 1 of 13)

HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Chickamauga Dam (Sheet 1 of 13)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Watts Bar Dam (Sheet 2 of 13) 2.4-133 WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Fort Loudoun Dam (Sheet 3 of 13) 2.4-134 WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Tellico Dam (Sheet 4 of 13) 2.4-135 WBNP-112

2.4-136 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Boone Dam Figure 2.4-11 (Sheet 5 of 13)

HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Boone Dam (Sheet 5 of 13)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Cherokee Dam Figure 2.4-11 (Sheet 6 of 13)

Figure 2.4-11 Discharge Rating Curve, Cherokee Dam (Sheet 6 of 13) 2.4-137 WBNP-112

2.4-138 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Douglas Dam Figure 2.4-11 (Sheet 7 of 13)

HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Douglas Dam (Sheet 7 of 13)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Fontana Dam Figure 2.4-11 (Sheet 8 of 13)

Figure 2.4-11 Discharge Rating Curve, Fontana Dam (Sheet 8 of 13) 2.4-139 WBNP-112

2.4-140 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Fort Patrick Henry Dam Figure 2.4-11 (Sheet 9 of 13)

HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Fort Patrick Henry Dam (Sheet 9 of 13)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Melton Hill Dam Figure 2.4-11 (Sheet 10 of 13)

Figure 2.4-11 Discharge Rating Curve, Melton Hill Dam (Sheet 10 of 13) 2.4-141 WBNP-112

2.4-142 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Norris Dam Figure 2.4-11 (Sheet 11 of 13)

HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Norris Dam (Sheet 11 of 13)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, South Holston Dam Figure 2.4-11 (Sheet 12 of 13)

Figure 2.4-11 Discharge Rating Curve, South Holston Dam (Sheet 12 of 13) 2.4-143 WBNP-112

2.4-144 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Watauga Dam Figure 2.4-11 (Sheet 13 of 13)

HYDROLOGIC ENGINEERING Figure 2.4-11 Discharge Rating Curve, Watauga Dam (Sheet 13 of 13)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Fort Loudoun - Tellico SOCH Unsteady Flow Model Schematic Figure 2.4-12 Figure 2.4-12 Fort Loudoun - Tellico SOCH Unsteady Flow Model Schematic 2.4-145 WBNP-112

2.4-146 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Fort Loudoun Reservoir March 1973 Flood Figure 2.4-13 (Sheet 1 of 2)

HYDROLOGIC ENGINEERING Figure 2.4-13 Unsteady Flow Model Fort Loudoun Reservoir March 1973 Flood (Sheet 1 of 2)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Fort Loudoun Reservoir March 1973 Flood Figure 2.4-13 (Sheet 2 of 2)

Figure 2.4-13 Unsteady Flow Model Fort Loudoun Reservoir March 1973 Flood (Sheet 2 of 2) 2.4-147 WBNP-112

2.4-148 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood Figure 2.4-14 (Sheet 1 of 3)

HYDROLOGIC ENGINEERING Figure 2.4-14 Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood (Sheet 1 of 3)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood Figure 2.4-14 (Sheet 2 of 3)

Figure 2.4-14 Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood (Sheet 2 of 3) 2.4-149 WBNP-112

2.4-150 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood Figure 2.4-14 (Sheet 3 of 3)

HYDROLOGIC ENGINEERING Figure 2.4-14 Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood (Sheet 3 of 3)

WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Watts Bar SOCH Unsteady Flow Model Schematic Figure 2.4-15 Figure 2.4-15 Watts Bar SOCH Unsteady Flow Model Schematic 2.4-151 WBNP-112

2.4-152 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Watts Bar Reservoir March 1973 Flood Figure 2.4-16 HYDROLOGIC ENGINEERING Figure 2.4-16 Unsteady Flow Model Watts Bar Reservoir March 1973 Flood WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Watts Bar Reservoir May 2003 Flood Figure 2.4-17 Figure 2.4-17 Unsteady Flow Model Watts Bar Reservoir May 2003 Flood 2.4-153 WBNP-112

2.4-154 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Chickamauga SOCH Unsteady Flow Model Schematic Figure 2.4-18 HYDROLOGIC ENGINEERING Figure 2.4-18 Chickamauga SOCH Unsteady Flow Model Schematic WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Chickamauga Reservoir March 1973 Flood Figure 2.4-19 Figure 2.4-19 Unsteady Flow Model Chickamauga Reservoir March 1973 Flood 2.4-155 WBNP-112

2.4-156 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Unsteady Flow Model Chickamauga Reservoir May 2003 Flood Figure 2.4-20 HYDROLOGIC ENGINEERING Figure 2.4-20 Unsteady Flow Model Chickamauga Reservoir May 2003 Flood WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Chickamauga Steady State Profile Comparisons Figure 2.4-21 Figure 2.4-21 Chickamauga Steady State Profile Comparisons 2.4-157 WBNP-112

2.4-158 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Tailwater Rating Curve, Watts Bar Dam Figure 2.4-22 HYDROLOGIC ENGINEERING Figure 2.4-22 Tailwater Rating Curve, Watts Bar Dam WBNP-112

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-23 PMF Discharge Hydrograph at Watts Bar Nuclear Plant 2.4-159 WBNP-112

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-24 West Saddle Dike Location Plan and Section 2.4-160 HYDROLOGIC ENGINEERING

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-25 PMF Elevation Hydrograph at Watts Bar Nuclear Plant 2.4-161 WBNP-112

2.4-162 WATTS BAR WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Probable Maximum Flood and Bottom Profiles Figure 2.4-26 HYDROLOGIC ENGINEERING Figure 2.4-26 Probable Maximum Flood and Bottom Profiles WBNP-112

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-27 Main Plant General Grading Plan HYDROLOGIC ENGINEERING 2.4-163

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-28 Watts Bar Nuclear Plant Wind Wave Fetch HYDROLOGIC ENGINEERING 2.4-164

WATTS BAR HYDROLOGIC ENGINEERING WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Extreme Value Analysis 30-Minute Wind Speed From the Southwest Chattanooga, TN 1948-74 Figure 2.4-29 Figure 2.4-29 Extreme Value Analysis 30-Minute Wind Speed From the Southwest Chattanooga, TN 1948-74 2.4-165 WBNP-112

WATTS BAR WBNP-112 Figure 2.4-30 thru Figure 2.4-40 Are Not Used HYDROLOGIC ENGINEERING 2.4-166

WATTS BAR WBNP-112 THIS PAGE INTENTIONALLY BLANK 2.4-167 HYDROLOGIC ENGINEERING

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-40a Main Plant Site Grading And Drainage System For Flood Studies Sheet 1 HYDROLOGIC ENGINEERING 2.4-168

WATTS BAR WBNP-112 Figure 2.4-40a Deleted by Amendment 101 HYDROLOGIC ENGINEERING 2.4-169

WATTS BAR WBNP-112 Figure 2.4-40a Deleted by Amendment 101 HYDROLOGIC ENGINEERING 2.4-170

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-40b Main Plant General Plan HYDROLOGIC ENGINEERING 2.4-171

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-40c Yard Site Grading and Drainage System For Flood Studies HYDROLOGIC ENGINEERING 2.4-172

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-40d-1 Main Plant Plant Perimeter Roads Plan and Profile Sheet 1 HYDROLOGIC ENGINEERING 2.4-173

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 2 WBNP-112 2.4-174

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 3 WBNP-112 2.4-175

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40e Access Highway TVA DWG 1001H202 R4 - Sheet 1 WBNP-112 2.4-176

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40e Access Highway TVA DWG. 1001H201 R4 - Sheet 2 WBNP-112 2.4-177

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-40f Main Plant Main Plant Tracks Plan - Sheet 1 HYDROLOGIC ENGINEERING 2.4-178

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 2 WBNP-112 2.4-179

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 3 WBNP-112 2.4-180

Security-Related Information - Withheld Under 10CFR2.390 WATTS BAR WBNP-112 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 1 HYDROLOGIC ENGINEERING 2.4-181

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 2 WBNP-112 2.4-182

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 3 WBNP-112 2.4-183

WATTS BAR HYDROLOGIC ENGINEERING Figure 2.4-40h Probable Maximum Precipation Point Rainfall WBNP-112 2.4-184

WATTS BAR WBNP-112 Figure 2.4-40i Deleted by Amendment 83 HYDROLOGIC ENGINEERING 2.4-185

WATTS BAR WBNP-112 Figure 2.4-40j Deleted by Amendment 83 HYDROLOGIC ENGINEERING 2.4-186

WATTS BAR WBNP-112 Figure 2.4-40k Deleted by Amendment 83 HYDROLOGIC ENGINEERING 2.4-187

WATTS BAR WBNP-112 Figure 2.4-40L Deleted by Amendment 83 HYDROLOGIC ENGINEERING 2.4-188

WATTS BAR WBNP-112 THIS PAGE INTENTIONALLY BLANK HYDROLOGIC ENGINEERING 2.4-189

WATTS BAR WBNP-112 Figure 2.4-41 thru Figure 2.4-60 Are Not Used HYDROLOGIC ENGINEERING 2.4-190

WATTS BAR WBNP-112 THIS PAGE INTENTIONALLY BLANK 2.4-191 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-112 Figure 2.4-61 Deleted by Amendment 108 HYDROLOGIC ENGINEERING 2.4-192

WATTS BAR WBNP-112 Figure 2.4-62 Deleted by Amendment 108 2.4-193 HYDROLOGIC ENGINEERING

WATTS BAR WBNP-112 Figure 2.4-63 Deleted by Amendment 108 HYDROLOGIC ENGINEERING 2.4-194

WATTS BAR WBNP-112 Figure 2.4-64 is not used 2.4-195 HYDROLOGIC ENGINEERING