ML16256A184

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Waterford Steam Electric Station, Unit 3, Revision 309 to Final Safety Analysis Report, Chapter 3, Design of Structures, Components Equipment and Systems, Section 3.7, Figures 3.7-1 Through 3.7-36
ML16256A184
Person / Time
Site: Waterford Entergy icon.png
Issue date: 08/25/2016
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Entergy Operations
To:
Office of Nuclear Reactor Regulation
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ML16256A115 List: ... further results
References
W3F1-2016-0053
Download: ML16256A184 (36)
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86Y2 0.04 I I0.016ATLANTA, GEORGIAFEBRUARY 1972JOB NUMBER SA-239 i VI \\\I \ \I\ CDPERIOD (SEC. HISTORY SPECTRANRC REG. 1.60 DESIGN SPECTRAWATERFORD 3 DESIGN SPECTRAWONG-TRI FUNAC SPECTRA 6 KMWONG-TRIFUNAC SPECTRA 15 KMLOUISIANA POWER LIGHT CO.Waterford SteamElectric StationHORIZONTAL RESPONSE SPECTRUM DESIGN BASISEARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENEFigure3.7-l 10080601086 0.8 0.6 WATERFORD 3 SYNTHETIC TIME0.080.06 HISTORY SPECTRANRC REG. 1.60 DESIGN SPECTRA------ WATERFORD 3 DESIGN SPECTRA WONG-TRIFUNAC SPECTRA 8 KMWONG-TRIFUNAC SPECTRA 15 KMIOB NUMBER SLAW ENGINEERING TESTING COMPPPERIOD (SEC. LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationNTAL RESPONSE SPECTRUM DESIGN BASISUAKE 5% DAMPING-TOP OF PLEISTOCENEFigure3.7-2 100806040.20108842 0.8 0.64 0.40.2WATERFORD 3 SYNTHETIC TIMEHISTORY SPECTRA0.1NRC REG. 1.60 DESIGN SPECTRA0.080.060.040.02LAW ENGINEERING TESTING COMPANY0.01 8 PERIOD (SEC. LOUISIANAFigurePOWER LIGHT CO.HORIZONTAL RESPONSE SPECTRUM OPERATING BASISWaterford SteamEARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE3.7-3Electric Station 10080604020108642 0.8 06 .4 0.40.2WATERFORD 3 SYNTHETIC TIMEHISTORY SPECTRA0.1NRC REG. 1.60 DESIGN SPECTRA0.080.060.040.02ATLANTA, GEORGIAFEBRUARY 1972JOB NUMBER SA-2390.01a 800 PERIOD (SEC. LOUISIANAPOWER LIGHT CO.FigureHORIZONTAL RESPONSE SPECTRUM OPERATING BASISWaterford SteamEARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENE3.7-4Electric Station 2010860.20.10.080.060.040.02LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureVERTICAL RESPONSE SPECTRUM DESIGN BASISEARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE3.7-5 6 0.64 0.4LAW ENGINEERING TESTING COMPANYATLANTA, GEORGIAFEBRUARY 1972JOB NUMBER SA-239 I I \\I \ PERIOD (SEC. FigureVERTICAL RESPONSE SPECTRUM DESIGN BASISEARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENE3.7-6 1086 0.8 06 . 0.40.10.080.06LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigureVERTICAL RESPONSE SPECTRUM OPERATING BASISEARTHQUAKE 2% DAMPING-TOP PLEISTOCENE3.7-7 10a610.80.60.10.080.06iLAW ENGINEERING TESTING COMPANYATLANTA, GEORGIAB NUMBER SA-239\I N PERIOD (SEC. LOUISIANAPOWER LIGHT CO.Waterford SteamVERTICAL RESPONSE SPECTRUM OPERATING BASISEARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENEFigure3.7-8Electric StationI SHIELD BLDG.CONTAINMENT VESSELEL.197.5EL.172.4 2EL.150.7 3EL.131.0 4aEL.lll.O 5 12EL.176.013EL.154.0 NEL.132.0EL.86.0 6INTERNAL STRUCTURE EL.1 10.0 HANDLING 16 BUILDINGEL.61.0 7aEL.41.0 8EL.19.0 9EL.35.0 NEL.23.0E 4.22.0E 10EL85. . NIEL.l.OE L.-4.032 REACTORAUXILIARYBUILDINGEL.lOO.O 33E L.84.5I35 EL.4E L.-35E L.-47LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationMATHEMATICAL MODEL FOR SEISMIC ANALYSIS(HORIZONTAL EXCITATIONS)Figure3.7-9 REACTORAUXILIARYBUILDINGHANDLINGBUILDINGMATHEMATICAL MODEL FOR SEISMIC ANALYSIS(VERTICAL EXCITATION)

6.506.005.505.004.504.006 DESIGN ENVELOPESHEAR MODULUS OF SOIL IN PSI = 5800 = 8000 = 160500.700.800.80 (SECOND)

LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFLOOR SPECTRA E-W SSE 1%FOUNDATION MAT ELEV. -35 FT. MSLFigure3.7-l 5 6.506.005.565.004.50 rDESIGN ENVELOPEtSHEAR MODULUS OF SOIL IN PSI1.50 = 5800 = 8000 = 16050I .oo1.101.201.301.400.100.200.300.400.500.600.700.800.801PERIOD

,,,,,I,,,,LOUISIANAPOWER LIGHT CO.FLOOR SPECTRA VERTICAL SSE 1%FigureWaterford SteamElectric StationINTERNAL STRUCTURE ELEV. FT. MSL3.7-l 7 6.506.005.505.00 4.564.06 IIIIIDESIGN ENVELOPE250-SHEAR MODULUS OF SOIL IN PSI 5600 = 80000.100.300.400.500.600.700.801.001.101.361.401.50PERIOD (SECOND) 6.506.005.505.00 IIIIIIIIIIIIIIIDESIGN ENVELOPEIIII0.100.200.300.40SHEAR MODULUS OF SOIL IN PSI=5800=8000=160500.500.600.700.800.801.001.101.201.301.401.50PERIOD (SECOND)

ILOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFLOOR SPECTRA VERTICAL SSE 1%FOUNDATION MAT ELEV. -35 FT. MSLFigure3.7-20 ZERO DISTANCECONTAINMENTSHIELDVESSELBUILDINGEL.197.5 12EL.176.0 13EL.154.0 14EL.1320 15FUELHANDLINGEL.110.0 16BUILDING16EL. 66.019EL. 44.0EL. EL.8.021EL.-4.028EL. 0.0MAT EL. 198.32 EL. 172.43 EL. 150.74 EL. 131.05 EL. 111.06 EL. 86.0COMBINED8 STRUCTUREREACTOR AUXILIARYBUILDINGEL. 69.036EL. 46.0EL. 21.0EL. 41.0 -24.0UPXNORTHTRANSLATIONAL ROTATIONALSOIL SPRINGSLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationREACTOR BUILDING MATHEMATICALTORSION MODELFigure3.7-21 N1. MAXIMUM SOIL BEARING PRESSURE INCLUDING BUOYANCY EFFECT 7.22, 7.04, 7.02 AND 6.64 KSF2. FACTOR OF SAFETY AGAINST A BEARING CAPACITY FAILURE =1517.22 2.06LIIII! IPLAN OF MAT04267'0'1'03 ----1IDATA:A. MOMENTS DUE TO SSE IN E-W AND N-sDIRECTIONS ARE APPLIED SIMULTAN-EOUSLY.M = B. BUOYANCY EFFECTS ARE CALCULATEDBASED ON MINIMUM GROUND WATERLEVEL AT EL + 5.0 FT. MSLC. TOTAL LOADS 1.10 + + 1.0 + WHERE:D=DEAD LOADEQUIPMENT LOAD SAFE SHUTDOWN EARTHQUAKEBUOYANCYD. ULTIMATE BEARING CAPACITY 15.0 KSF3. FACTOR OF SAFETY AGAINST OVERTURNINGOVERTURNING MOMENT = + RESISTING MOMENT MR (BASED MAXIMUM WATERLEVEL AT EL + 13.0 FT F.S. = 2.77LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationSTABILITY AGAINST OVERTURNING FORSEISMIC CATEGORY I STRUCTURESFigure3.7-22 WSES-FSAR-UNIT-3 Revision 307 (07/13)

(EC-8458, R307) FIGURE 3.7-23 HAS BEEN DELETED (EC-8458, R307)

MASS POINTSUPPORTPOINTYX POINTFREEDOMX. PRESSURIZER SEISMIC ANALYSIS MODEL3.7-24LOUISIANAPOWER LIGHT CO.Waterford SteamElectric Station WSES-FSAR-UNIT-3 Revision 307 (07/13)

(EC-8458, R307) FIGURE 3.7-25 HAS BEEN DELETED (EC-8458, R307)

LOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationFigure ANALYSIS SAMPLE PROBLEM NO. 1 LOUISIANAPOWER & LIGHT CO.Waterford SteamElectric StationSEISMIC PROTECTION ANALYSIS SAMPLE PROBLEM NO..SHEET1Figure3.7-27 LOUISIANAPOWER & LIGHT CO.Waterford SteamElectric StationSEISMIC PROTECTION ANALYSIS SAMPLE PROBLEM NO. 2SHEET2Figure3.7-28 NTEMP.1 F. EC= 27.9 x PSIEH 27.84 x PSI1 TO 30)XY-22.15'1 TO 25)X-22.15'Z -50.29'LOUISIANA LIGHT CO.Waterford SteamElectric StationSEISMIC PROTECTION ANALYSIS SAMPLE PROBLEM NO.. 3Figure3.7-29 IN-COREINSTRUMENTATIONSUPPORTPLATEIN-CORE INSTRUMENTLOUISIANAFigurePOWER LIGHT CO.REPRESENTATIVE NODE LOCATIONSWaterford SteamSEISMIC MATHEMATICAL MODELElectric Station MASS NODEMODEL0NODEMEMBER NUMBERS ARE CIRCLEDI32 32 31031 30CEA SHROUDS30 29029025 24t0 2416CORE SUPPORT 23 I15COREFUEL 0212018CORESUPPORTPLATE11COLUMNS01010141303 302 2---09CSB F LANG E01LOUISIANAPOWER LIGHT CO.FigureWaterford SteamIREACTOR INTERNALS LINEAR LATERAL SEISMIC MODELElectric Station 3.7-31 52 CEASHROUDS46 3332313043294226FUEL- 41 2625 23 3622 35 14CORE 0N NODE16 2N MEMBER171SPRING11 RIGID CONNECTINGLINKLOUISIANAFigurePOWER & LIGHT CO.REACTOR INTERNALS LINEARWaterford SteamVERTICAL SEISMIC MODEL3.7-32Electric Station 21UPPERGUIDECYLINDERCEASHROUDSNOTE: 29 28LOWERSUPPORTSTRUCTURE18161514131211REACTORVESSEL SNUBBERSLOUISIANAPOWER LIGHT CO.Waterford SteamREACTOR INTERNALS NONLINEAR LATERAL SEISMIC MODELFigureElectric StationII CORE SHROUD (MOTION-PRESCRIBED)CORE SHROUD1211109876543000000000012111098765430000000000CORE SHROUDCORE SHROUD (MOTION-PRESCRIBED)NOTE:DETAILED CORE SEISMIC MODEL(ONE ROW OF 17 FUEL ASSEMBLIES)FUELASSEMBLYLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationREACTOR CORE HORIZONTAL NONLINEAR SEISMIC MODEL3.7-34.

LOUISIANAFigurePOWER LIGHTCO.CORE-SUPPORT BARREL UPPERFLANGEWaterford SteamFINITE-ELEMENT MODEL3.7-35Electric Station 18272052045212403231303 19El17161015914843 RHScl21ElSYMBOLS STRUCTURAL JOINTLUMPED MASS JOINT IDEALIZED SEAM MEMBERMEMBER RELEASESUPPORTJOINT NUMBERMEMBER NUMBERLOUISIANAPOWER LIGHT CO.Waterford SteamElectric StationSCHEMATIC REPRESENTATION OF THETHEORETICALLY MODELED INCH CEDMFigure

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