ML110871539

Watts Bar Nuclear Plant (WBN) - Unit 2 - Final Safety Analysis Report (Fsar), Amendment 103. Section/Page 2.4-166 Hydrologic Engineering Through 2.4-247

ML110871539
Person / Time
Site:	Watts Bar
Issue date:	03/15/2011
From:	Tennessee Valley Authority
To:	Office of Nuclear Reactor Regulation
References
Download: ML110871539 (82)

Text

HYDROLOGIC ENGINEERING2.4-166WATTS BARWBNP-103Figure 2.4-30 thru Figure 2.4-40 Are Not Used 2.4-167 HYDROLOGIC ENGINEERINGWATTS BARWBNP-103THIS PAGE INTENTIONALLY BLANK HYDROLOGIC ENGINEERING2.4-168WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40a Main Plant Site Grading And Drainage System For Flood Studies Sheet 1 HYDROLOGIC ENGINEERING2.4-169WATTS BARWBNP-103Figure 2.4-40a Deleted by Amendment 101 HYDROLOGIC ENGINEERING2.4-170WATTS BARWBNP-103Figure 2.4-40a Deleted by Amendment 101 HYDROLOGIC ENGINEERING2.4-171WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40b Main Plant General Plan HYDROLOGIC ENGINEERING2.4-172WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40c Yard Site Grading and Drainage System For Flood Studies HYDROLOGIC ENGINEERING2.4-173WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40d-1 Main Plant Plant Perimeter Roads Plan and Profile Sheet 1 HYDROLOGIC ENGINEERING2.4-174WATTS BARWBNP-103Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 2 HYDROLOGIC ENGINEERING2.4-175WATTS BARWBNP-103Figure 2.4-40d Main Plant Plant Perimeter Roads Plan and Profile - Sheet 3 HYDROLOGIC ENGINEERING2.4-176WATTS BARWBNP-103Figure 2.4-40e Access Highway TVA DWG 1001H202 R4 - Sheet 1 HYDROLOGIC ENGINEERING2.4-177WATTS BARWBNP-103Figure 2.4-40e Access Highway TVA DWG. 1001H201 R4 - Sheet 2 HYDROLOGIC ENGINEERING2.4-178WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40f Main Plant Main Plant Tracks Plan - Sheet 1 HYDROLOGIC ENGINEERING2.4-179WATTS BARWBNP-103Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 2 HYDROLOGIC ENGINEERING2.4-180WATTS BARWBNP-103Figure 2.4-40f Main Plant Main Plant Tracks Sections & Profiles - Sheet 3 HYDROLOGIC ENGINEERING2.4-181WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 1 HYDROLOGIC ENGINEERING2.4-182WATTS BARWBNP-103Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 2 HYDROLOGIC ENGINEERING2.4-183WATTS BARWBNP-103Figure 2.4-40g Yard, Grading Drainage and Surfacing Transformer & Switchyard - Sheet 3 HYDROLOGIC ENGINEERING2.4-184WATTS BARWBNP-103Figure 2.4-40h Probable Maximum Precipation Point Rainfall HYDROLOGIC ENGINEERING2.4-185WATTS BAR WBNP-103Figure 2.4-40i Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-186WATTS BAR WBNP-103Figure 2.4-40j Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-187WATTS BAR WBNP-103Figure 2.4-40k Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-188WATTS BAR WBNP-103Figure 2.4-40L Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-189WATTS BAR WBNP-103THIS PAGE INTENTIONALLY BLANK HYDROLOGIC ENGINEERING2.4-190WATTS BARWBNP-103Figure 2.4-41 thru Figure 2.4-60 Are Not Used 2.4-191 HYDROLOGIC ENGINEERINGWATTS BARWBNP-103THIS PAGE INTENTIONALLY BLANK HYDROLOGIC ENGINEERING2.4-192WATTS BAR WBNP-103Figure 2.4-61 Watts Bar Probable Maximum Flood Water Levels Before and After Embankment Failure

2.4-193HYDROLOGIC ENGINEERINGWATTS BARWBNP-103Figure 2.4-62 Relative Bore Height (After J. J. Stroker, REF. 31)

HYDROLOGIC ENGINEERING2.4-194WATTS BAR WBNP-103Figure 2.4-63 Assumed Limits of Embankment Failure Wave Expansion 2.4-195HYDROLOGIC ENGINEERINGWATTS BARWBNP-103Figure 2.4-64 Watts Bar Nuclear Plant Probable Maximum Flood Elevation HYDROLOGIC ENGINEERING2.4-196WATTS BARWBNP-103Figure 2.4-65 thru Figure 2.4-67 Are Not Used 2.4-197 HYDROLOGIC ENGINEERINGWATTS BARWBNP-103THIS PAGE INTENTIONALLY BLANK 2.4-198HYDROLOGIC ENGINEERINGWATTS BARWBNP-103????Figure 2.4-68 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Watts Bar Dam HYDROLOGIC ENGINEERING2.4-199WATTS BARWBNP-103Figure 2.4-69 Deleted by Amendment 103 2.4-200 HYDROLOGIC ENGINEERINGWATTS BAR WBNP-103Figure 2.4-70 Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-201WATTS BARWBNP-103Figure 2.4-71 Powerhouse & Spillway Results of Analysis For Operating Basis Earthquake - Fort Loudoun Dam 2.4-202HYDROLOGIC ENGINEERINGWATTS BARWBNP-103Figure 2.4-72 Embankment Results Of Analysis For Operating Basis Earthquake - Fort Loudoun Dam HYDROLOGIC ENGINEERING2.4-203WATTS BARWBNP-103Figure 2.4-73 Deleted by Amendment 103 2.4-204HYDROLOGIC ENGINEERINGWATTS BARWBNP-103Figure 2.4-74 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-205WATTS BARWBNP-103Figure 2.4-75 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-206WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-76 Analysis For OBE & 1/2 PMF Assumed Condition of Dam After Failure Norris Dam

HYDROLOGIC ENGINEERING2.4-207WATTS BARWBNP-103Figure 2.4-77 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake -Cherokee Dam HYDROLOGIC ENGINEERING2.4-208WATTS BARWBNP-103Figure 2.4-78 Embankment Results of Analysis For Operating Basis Earthquake - Cherokee Dam HYDROLOGIC ENGINEERING2.4-209WATTS BARWBNP-103Security-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 ENGINEERING2.4-210WATTS BARWBNP-103Figure 2.4-80 Spillway & Nonoverflow Results of Analysis For Operating Basis Earthquake - Douglas Dam HYDROLOGIC ENGINEERING2.4-211WATTS BARWBNP-103Figure 2.4-81 Saddle Dam No. 1 Results of Analysis For Operating Basis Earthquake - Douglas Dam HYDROLOGIC ENGINEERING2.4-212WATTS BARWBNP-103Security-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 ENGINEERING2.4-213WATTS BARWBNP-103Security-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 ENGINEERING2.4-214WATTS BAR WBNP-103Figure 2.4-84 Deleted by Amendment 63 HYDROLOGIC ENGINEERING2.4-215WATTS BAR WBNP-103Figure 2.4-85 Deleted by Amendment 63 HYDROLOGIC ENGINEERING2.4-216WATTS BARWBNP-103Figure 2.4-86 Spillway Results of Analysis For SSE Earthquake Fort Loudoun Dam HYDROLOGIC ENGINEERING2.4-217WATTS BARWBNP-103 Figure 2.4-87 Embankment Results of Analysis For SSE Earthquake Fort Loudoun Dam HYDROLOGIC ENGINEERING2.4-218WATTS BARWBNP-103Security-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 ENGINEERING2.4-219WATTS BARWBNP-103Security-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 ENGINEERING2.4-220WATTS BARWBNP-103Security-Related Information - Withheld Under 10CFR2.390Figure 2.4-90 Norris Dam SSE + 25 Year Flood Judged Condition of Dam After Failure - Norris Dam HYDROLOGIC ENGINEERING2.4-221WATTS BAR WBNP-103Figure 2.4-91 SSE With Epicenter In North Knoxville Vicinity HYDROLOGIC ENGINEERING2.4-222WATTS BARWBNP-103Figure 2.4-92 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-223WATTS BAR WBNP-103Figure 2.4-93 SSE With Epicenter In West Knoxville Vicinity HYDROLOGIC ENGINEERING2.4-224WATTS BARWBNP-103Figure 2.4-94 Location of SSE For Simultaneous Failure of The Douglas and Fontana Dams HYDROLOGIC ENGINEERING2.4-225WATTS BAR WBNP-103Figure 2.4-95 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-226WATTS BARWBNP-103Figure 2.4-96 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-227WATTS BARWBNP-103Figure 2.4-97 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-228WATTS BARWBNP-103Figure 2.4-98 Not Used HYDROLOGIC ENGINEERING2.4-229WATTS BARWBNP-103Figure 2.4-99 Grading Plan Intake Channel HYDROLOGIC ENGINEERING2.4-230WATTS BAR WBNP-103Figure 2.4-100 Deleted by Amendment 83 HYDROLOGIC ENGINEERING2.4-231WATTS BAR WBNP-103Figure 2.4-101 Deleted by Amendment 33 HYDROLOGIC ENGINEERING2.4-232WATTS BAR WBNP-103Figure 2.4-102 Wells And Spring Inventory Within 2-Mile Radius of Watts Bar Nuclear Plant Site HYDROLOGIC ENGINEERING2.4-233WATTS BAR WBNP-103Figure 2.4-103 Water-Level Fluctuations In Observation Wells at The Watts Bar Site HYDROLOGIC ENGINEERING2.4-234WATTS BAR WBNP-103Figure 2.4-104 Locations of Ground - Water Observation Wells HYDROLOGIC ENGINEERING2.4-235WATTS BAR WBNP-103Figure 2.4-105 Generalized Water-Table Contour Map January 1972 HYDROLOGIC ENGINEERING2.4-236WATTS BARWBNP-103Figure 2.4-106 Mechanical - Flow Diagram Fuel Pool Cooling and Cleaning System HYDROLOGIC ENGINEERING2.4-237WATTS BARWBNP-103Figure 2.4-107 Powerhouse Units 1 & 2 Flow Diagram - Residual Heat Removal System HYDROLOGIC ENGINEERING2.4-238WATTS BARWBNP-103Figure 2.4-108 Schematic Flow Diagram Flood Protection Provisions Open Reactor Cooling (Unit 1 Shown, Unit 2 Similar)

HYDROLOGIC ENGINEERING2.4-239WATTS BARWBNP-103Figure 2.4-109 Schematic Flow Diagram Flood Protection Provisions Natural Convection Cooling (Unit 1 Shown, Unit 2 Similar)

HYDROLOGIC ENGINEERING2.4-240WATTS BARWBNP-103Figure 2.4-110 (Sheet 1) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Winter Events HYDROLOGIC ENGINEERING2.4-241WATTS BARWBNP-103Figure 2.4-110 (Sheet 2) Watts Bar Nuclear Plant Rainfall Flood Warning Time Basis For Safe Shutdown For Plant Flooding - Summer Events 2.4-242HYDROLOGIC ENGINEERINGWATTS BARWBNP-103Figure 2.4-111 Deleted by Amendment 103 HYDROLOGIC ENGINEERING2.4-243WATTS BAR WBNP-103Figure 2.4-112 OBE with Epicenter Within Area Shown HYDROLOGIC ENGINEERING2.4-244WATTS BARWBNP-103Figure 2.4-113 SSE Failure of Norris, Cherokee, Douglas, and Tellico Dams with 25-Year FloodFailure Wave at Watts Bar Nuclear Plant 2.4-245HYDROLOGIC ENGINEERINGWATTS BARWBNP-103Figure 2.4-114 SSE Failure of Norris, Cherokee, Douglas, and Tellico Dams with 25-Year FloodFailure Wave at Watts Bar Nuclear Plant HYDROLOGIC ENGINEERING2.4-246WATTS BARWBNP-103Figure 2.4-115 OBE Failure of Norris and Tellico Dams with 1/2 PMF EventFailure Wave at Watts Bar Nuclear Plant HYDROLOGIC ENGINEERING2.4-247WATTS BARWBNP-103Figure 2.4-116 OBE Failure of Cherokee, Douglas and Tellico Dams with 1/2 PMF EventFailure Wave at Watts Bar Nuclear Plant