NL-15-183, Watts Bar Nuclear Plant, Unit 2, Amendment 114 to Final Safety Analysis Report, Section 2.4 - Hydrologic Engineering, Pages 2.4-254 - 2.4-305
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HYDROLOGIC ENGINEERING2.4-254WATTS BARWBNP-114Figure 2.4-65 thru Figure 2.4-67 Are Not Used 2.4-255 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114THIS PAGE INTENTIONALLY BLANK 2.4-256HYDROLOGIC ENGINEERINGWATTS BARWBNP-114????Figure 2.4-68 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Watts Bar Dam HYDROLOGIC ENGINEERING2.4-257WATTS BARWBNP-114Figure 2.4-69 Deleted by Amendment 108 2.4-258 HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-70 Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-259WATTS BARWBNP-114Figure 2.4-71 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Fort Loudoun Dam 2.4-260HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam HYDROLOGIC ENGINEERING2.4-261WATTS BARWBNP-114Figure 2.4-73 Deleted by Amendment 103 2.4-262HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-74 Deleted by Amendment 108 HYDROLOGIC ENGINEERING2.4-263WATTS BARWBNP-114Figure 2.4-75 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-264WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-76 Analysis For OBE & 1/2 PMF Assumed Condition of Dam After Failure Norris Dam
HYDROLOGIC ENGINEERING2.4-265WATTS BARWBNP-114Figure 2.4-77 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake -Cherokee Dam HYDROLOGIC ENGINEERING2.4-266WATTS BARWBNP-114Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam HYDROLOGIC ENGINEERING2.4-267WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-79 Assumed Condition of Dam After Failure PBE And 1/2 Probable Max Flood - Cherokee Dam HYDROLOGIC ENGINEERING2.4-268WATTS BARWBNP-114Figure 2.4-80 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake - Douglas Dam HYDROLOGIC ENGINEERING2.4-269WATTS BARWBNP-114Figure 2.4-81 Saddle Dam No. 1 Results of Analysis For Operating Basis Earthquake - Douglas Dam HYDROLOGIC ENGINEERING2.4-270WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-82 Douglas Dam Assumed Condition of Dam After Failure aBE And 1/2 Probable Maximum Flood - Douglas Project HYDROLOGIC ENGINEERING2.4-271WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-83 Fontana Dam Assumed Condition of Dam after Failure OBE And 1/2 Probable Maximum Flood HYDROLOGIC ENGINEERING2.4-272WATTS BARWBNP-114Figure 2.4-84 Deleted by Amendment 63 HYDROLOGIC ENGINEERING2.4-273WATTS BARWBNP-114Figure 2.4-85 Deleted by Amendment 63 HYDROLOGIC ENGINEERING2.4-274WATTS BARWBNP-114Figure 2.4-86 Spillway Results of Analysis For SSE Earthquake Fort Loudoun Dam HYDROLOGIC ENGINEERING2.4-275WATTS BARWBNP-114 Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam HYDROLOGIC ENGINEERING2.4-276WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-88 Fort Loudoun Dam Assumed Condition of Dam After Failure SSE Combined With a 25 Year Flood - Fort Loudoun Dam HYDROLOGIC ENGINEERING2.4-277WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-89 Tellico Dam Assumed Condition of Dam After Failure SSE Combined With a 25 Year Flood Tellico Project HYDROLOGIC ENGINEERING2.4-278WATTS BARWBNP-114Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-90 Norris Dam SSE + 25 Year Flood Judged Condition of Dam After Failure - Norris Dam HYDROLOGIC ENGINEERING2.4-279WATTS BARWBNP-114Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity HYDROLOGIC ENGINEERING2.4-280WATTS BARWBNP-114Figure 2.4-92 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-281WATTS BARWBNP-114Figure 2.4-93 SSE With Epicenter In West Knoxville Vicinity HYDROLOGIC ENGINEERING2.4-282WATTS BARWBNP-114Figure 2.4-94 Location of SSE For Simultaneous Failure of The Douglas and Fontana Dams HYDROLOGIC ENGINEERING2.4-283WATTS BARWBNP-114Figure 2.4-95 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-284WATTS BARWBNP-114Figure 2.4-96 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-285WATTS BARWBNP-114Figure 2.4-97 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-286WATTS BARWBNP-114Figure 2.4-98 Not Used HYDROLOGIC ENGINEERING2.4-287WATTS BARWBNP-114Figure 2.4-99 Grading Plan Intake Channel HYDROLOGIC ENGINEERING2.4-288WATTS BARWBNP-114Figure 2.4-100 Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-289WATTS BARWBNP-114Figure 2.4-101 Deleted by Amendment 33 HYDROLOGIC ENGINEERING2.4-290WATTS BARWBNP-114Figure 2.4-102 Wells And Spring Inventory Within 2-Mile Radius of Watts Bar Nuclear Plant Site HYDROLOGIC ENGINEERING2.4-291WATTS BARWBNP-114Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site HYDROLOGIC ENGINEERING2.4-292WATTS BARWBNP-114Figure 2.4-104 Locations of Ground - Water Observation Wells HYDROLOGIC ENGINEERING2.4-293WATTS BARWBNP-114Figure 2.4-105 Generalized Water-Table Contour Map January 1972 HYDROLOGIC ENGINEERING2.4-294WATTS BARWBNP-114Figure 2.4-106 Mechanical - Flow Diagram Fuel Pool Cooling and Cleaning System HYDROLOGIC ENGINEERING2.4-295WATTS BARWBNP-114Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System HYDROLOGIC ENGINEERING2.4-296WATTS BARWBNP-114Figure 2.4-108 Schematic Flow Diagram Flood Protection Provisions Open Reactor Cooling (Unit 1 Shown, Unit 2 Similar)
HYDROLOGIC ENGINEERING2.4-297WATTS BARWBNP-114Figure 2.4-109 Schematic Flow Diagram Flood Protection Provisions Natural Convection Cooling (Unit 1 Shown, Unit 2 Similar)
HYDROLOGIC ENGINEERING2.4-298WATTS BARWBNP-114Figure 2.4-110 (Sheet 1) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Winter Events HYDROLOGIC ENGINEERING2.4-299WATTS BARWBNP-114Figure 2.4-110 (Sheet 2) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Summer Events 2.4-300HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-111 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-301WATTS BARWBNP-114Figure 2.4-112 OBE with Epicenter Within Area Shown HYDROLOGIC ENGINEERING2.4-302WATTS BARWBNP-114Figure 2.4-113 Deleted by Amendment 107 2.4-303HYDROLOGIC ENGINEERINGWATTS BARWBNP-114Figure 2.4-114 SSE Failure of Norris, Cherokee, Douglas, and Tellico Dams with 25-Year FloodFailure Wave at Watts Bar Nuclear Plant HYDROLOGIC ENGINEERING2.4-304WATTS BARWBNP-114Figure 2.4-115 OBE Failure of Norris and Tellico Dams with 1/2 PMF EventFailure Wave at Watts Bar Nuclear Plant HYDROLOGIC ENGINEERING2.4-305WATTS BARWBNP-114Figure 2.4-116 OBE Failure of Cherokee, Douglas and Tellico Dams with 1/2 PMF EventFailure Wave at Watts Bar Nuclear Plant