ML15279A254: Difference between revisions

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| number = ML15279A254
| number = ML15279A254
| issue date = 09/11/2015
| issue date = 09/11/2015
| title = Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.4 - Hydrologic Engineering  Pages 2.4-172 - 2.4-185
| title = Amendment 114 to Final Safety Analysis Report, Section 2.4 - Hydrologic Engineering  Pages 2.4-172 - 2.4-185
| author name =  
| author name =  
| author affiliation = Tennessee Valley Authority
| author affiliation = Tennessee Valley Authority
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=Text=
=Text=
{{#Wiki_filter:HYDROLOGIC ENGINEERING2.4-172WATTS BARWBNP-114Figure 2.4-17  Unsteady Flow Model Watts Bar Reservoir May 2003 Flood (Sheet 1 of 2) 2.4-173HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-17  Unsteady Flow Model Watts Bar Reservoir May 2003 Flood (Sheet 2 of 2) 2.4-174HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-18  Chickamauga HEC-RAS Unsteady Flow Model Schematic HYDROLOGIC ENGINEERING2.4-175WATTS BARWBNP-114Figure 2.4-19  Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 1 of 3) 2.4-176HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-19  Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 2 of 3) 2.4-177HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-19  Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 3 of 3) 2.4-178HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20  Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 1 of 3) 2.4-179HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20  Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 2 of 3) 2.4-180HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20  Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 3 of 3)
{{#Wiki_filter:HYDROLOGIC ENGINEERING2.4-172WATTS BARWBNP-114Figure 2.4-17  Unsteady Flow Model Watts Bar Reservoir May 2003 Flood (Sheet 1 of 2) 2.4-173 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-17  Unsteady Flow Model Watts Bar Reservoir May 2003 Flood (Sheet 2 of 2) 2.4-174 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-18  Chickamauga HEC-RAS Unsteady Flow Model Schematic HYDROLOGIC ENGINEERING2.4-175WATTS BARWBNP-114Figure 2.4-19  Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 1 of 3) 2.4-176 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-19  Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 2 of 3) 2.4-177 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-19  Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 3 of 3) 2.4-178 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20  Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 1 of 3) 2.4-179 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20  Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 2 of 3) 2.4-180 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20  Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 3 of 3)
HYDROLOGIC ENGINEERING2.4-181WATTS BARWBNP-114Figure 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 2.4-182HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 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 ENGINEERING2.4-183WATTS BARWBNP-114Figure 2.4-23  PMF Discharge and Elevation Hydrograph at Watts Bar Nuclear Plant (Sheet 1 of 2) 2.4-184HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-23  PMF Discharge and Elevation Hydrograph at Watts Bar Nuclear Plant (Sheet 2 of 2) 2.4-185HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-24  Is Not Used}}
HYDROLOGIC ENGINEERING2.4-181WATTS BARWBNP-114Figure 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 2.4-182 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 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 ENGINEERING2.4-183WATTS BARWBNP-114Figure 2.4-23  PMF Discharge and Elevation Hydrograph at Watts Bar Nuclear Plant (Sheet 1 of 2) 2.4-184 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-23  PMF Discharge and Elevation Hydrograph at Watts Bar Nuclear Plant (Sheet 2 of 2) 2.4-185 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-24  Is Not Used}}

Latest revision as of 02:05, 17 March 2019

Amendment 114 to Final Safety Analysis Report, Section 2.4 - Hydrologic Engineering Pages 2.4-172 - 2.4-185
ML15279A254
Person / Time
Site: Watts Bar Tennessee Valley Authority icon.png
Issue date: 09/11/2015
From:
Tennessee Valley Authority
To:
Office of Nuclear Reactor Regulation
Shared Package
ML15279A332 List: ... further results
References
CNL-15-183
Download: ML15279A254 (14)
v • d • e


Text

HYDROLOGIC ENGINEERING2.4-172WATTS BARWBNP-114Figure 2.4-17 Unsteady Flow Model Watts Bar Reservoir May 2003 Flood (Sheet 1 of 2) 2.4-173 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-17 Unsteady Flow Model Watts Bar Reservoir May 2003 Flood (Sheet 2 of 2) 2.4-174 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-18 Chickamauga HEC-RAS Unsteady Flow Model Schematic HYDROLOGIC ENGINEERING2.4-175WATTS BARWBNP-114Figure 2.4-19 Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 1 of 3) 2.4-176 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-19 Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 2 of 3) 2.4-177 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-19 Unsteady Flow Model Chickamauga Reservoir March 1973 Flood (Sheet 3 of 3) 2.4-178 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20 Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 1 of 3) 2.4-179 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20 Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 2 of 3) 2.4-180 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-20 Unsteady Flow Model Chickamauga Reservoir May 2003 Flood (Sheet 3 of 3)

HYDROLOGIC ENGINEERING2.4-181WATTS BARWBNP-114Figure 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 2.4-182 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 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 ENGINEERING2.4-183WATTS BARWBNP-114Figure 2.4-23 PMF Discharge and Elevation Hydrograph at Watts Bar Nuclear Plant (Sheet 1 of 2) 2.4-184 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-23 PMF Discharge and Elevation Hydrograph at Watts Bar Nuclear Plant (Sheet 2 of 2) 2.4-185 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-24 Is Not Used

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