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
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Text

2.4-132 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-11 Discharge Rating Curve, Chickamauga Dam (Sheet 1 of 13)

Figure 2.4-11 (Sheet 1 of 13)

WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Discharge Rating Curve, Chickamauga Dam

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

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

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

2.4-136 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-11 Discharge Rating Curve, Boone Dam (Sheet 5 of 13)

Figure 2.4-11 (Sheet 5 of 13)

Discharge Rating Curve, Boone Dam WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT

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

Figure 2.4-11 (Sheet 6 of 13)

Discharge Rating Curve, Cherokee Dam WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT

2.4-138 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-11 Discharge Rating Curve, Douglas Dam (Sheet 7 of 13)

Figure 2.4-11 (Sheet 7 of 13)

Discharge Rating Curve, Douglas Dam WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT

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

Figure 2.4-11 (Sheet 8 of 13)

Discharge Rating Curve, Fontana Dam WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT

2.4-140 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-11 Discharge Rating Curve, Fort Patrick Henry Dam (Sheet 9 of 13)

Figure 2.4-11 (Sheet 9 of 13)

Discharge Rating Curve, WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Fort Patrick Henry Dam

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

Figure 2.4-11 (Sheet 10 of 13)

Discharge Rating Curve, Melton Hill Dam WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT

2.4-142 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-11 Discharge Rating Curve, Norris Dam (Sheet 11 of 13)

Figure 2.4-11 (Sheet 11 of 13)

Discharge Rating Curve, Norris Dam WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT

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

Figure 2.4-11 (Sheet 12 of 13)

Discharge Rating Curve, WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT South Holston Dam

2.4-144 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-11 Discharge Rating Curve, Watauga Dam (Sheet 13 of 13)

Figure 2.4-11 (Sheet 13 of 13)

Discharge Rating Curve, Watauga Dam WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT

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

2.4-146 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-13 Unsteady Flow Model Fort Loudoun Reservoir March 1973 Flood (Sheet 1 of 2)

Figure 2.4-13 (Sheet 1 of 2)

Unsteady Flow Model Fort Loudoun WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Reservoir March 1973 Flood

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

Figure 2.4-13 (Sheet 2 of 2)

Unsteady Flow Model Fort Loudoun WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Reservoir March 1973 Flood

2.4-148 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-14 Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood (Sheet 1 of 3)

Figure 2.4-14 (Sheet 1 of 3)

Unsteady Flow Model Fort Loudoun - Tellico WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Reservoir May 2003 Flood

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

Figure 2.4-14 (Sheet 2 of 3)

Unsteady Flow Model Fort Loudoun - Tellico WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Reservoir May 2003 Flood

2.4-150 HYDROLOGIC ENGINEERING WATTS BAR WBNP-112 Figure 2.4-14 Unsteady Flow Model Fort Loudoun - Tellico Reservoir May 2003 Flood (Sheet 3 of 3)

Figure 2.4-14 (Sheet 3 of 3)

Unsteady Flow Model Fort Loudoun - Tellico WATTS BAR NUCLEAR PLANT FINAL SAFETY ANALYSIS REPORT Reservoir May 2003 Flood

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

HYDROLOGIC ENGINEERING 2.4-168 WATTS BAR WBNP-112 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-112 Figure 2.4-40a Deleted by Amendment 101

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

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

HYDROLOGIC ENGINEERING 2.4-172 WATTS BAR WBNP-112 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-112 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-112 Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 2

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

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

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

HYDROLOGIC ENGINEERING 2.4-178 WATTS BAR WBNP-112 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-112 Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 2

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

HYDROLOGIC ENGINEERING 2.4-181 WATTS BAR WBNP-112 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-112 Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 2

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

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

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

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

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

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

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

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

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

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

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

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

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