ML16256A184

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
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Site:	Waterford
Issue date:	08/25/2016
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To:	Office of Nuclear Reactor Regulation
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86Y2 0.04 I I0.016ATLANTA, GEORGIA FEBRUARY 1972 JOB NUMBER SA-239 i VI \\\I \ \I\ CDPERIOD (SEC. HISTORY SPECTRA NRC REG. 1.60 DESIGN SPECTRA WATERFORD 3 DESIGN SPECTRA WONG-TRI FUNAC SPECTRA 6 KMWONG-TRIFUNAC SPECTRA 15 KMLOUISIANA POWER LIGHT CO.

Waterford Steam Electric StationHORIZONTAL RESPONSE SPECTRUM DESIGN BASIS EARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE Figure3.7-l 10080601086 0.8 0.6 WATERFORD 3 SYNTHETIC TIME 0.080.06 HISTORY SPECTRANRC REG. 1.60 DESIGN SPECTRA

---

WATERFORD 3 DESIGN SPECTRA WONG-TRIFUNAC SPECTRA 8 KMWONG-TRIFUNAC SPECTRA 15 KMIOB NUMBER S LAW ENGINEERING TESTING COMPP PERIOD (SEC.

LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station NTAL RESPONSE SPECTRUM DESIGN BASIS UAKE 5% DAMPING-TOP OF PLEISTOCENE Figure3.7-2 100806040.20108842 0.8 0.64 0.40.2WATERFORD 3 SYNTHETIC TIME HISTORY SPECTRA 0.1NRC REG. 1.60 DESIGN SPECTRA 0.080.060.040.02LAW ENGINEERING TESTING COMPANY 0.01 8 PERIOD (SEC.

LOUISIANA FigurePOWER LIGHT CO.

HORIZONTAL RESPONSE SPECTRUM OPERATING BASIS Waterford Steam EARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE 3.7-3Electric Station 10080604020108642 0.8 06 .4 0.40.2WATERFORD 3 SYNTHETIC TIME HISTORY SPECTRA 0.1NRC REG. 1.60 DESIGN SPECTRA 0.080.060.040.02ATLANTA, GEORGIA FEBRUARY 1972 JOB NUMBER SA-239 0.01a 800 PERIOD (SEC.

LOUISIANA POWER LIGHT CO.

FigureHORIZONTAL RESPONSE SPECTRUM OPERATING BASIS Waterford Steam EARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENE 3.7-4Electric Station 2010860.20.10.080.060.040.02LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureVERTICAL RESPONSE SPECTRUM DESIGN BASIS EARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE 3.7-5 6 0.64 0.4LAW ENGINEERING TESTING COMPANY ATLANTA, GEORGIA FEBRUARY 1972 JOB NUMBER SA-239 I I \\I \ PERIOD (SEC.

FigureVERTICAL RESPONSE SPECTRUM DESIGN BASIS EARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENE 3.7-6 1086 0.8 06 . 0.40.10.080.06LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FigureVERTICAL RESPONSE SPECTRUM OPERATING BASIS EARTHQUAKE 2% DAMPING-TOP PLEISTOCENE 3.7-7 10a610.80.60.10.080.06iLAW ENGINEERING TESTING COMPANY ATLANTA, GEORGIA B NUMBER SA-239

\I N PERIOD (SEC.

LOUISIANA POWER LIGHT CO.

Waterford Steam VERTICAL RESPONSE SPECTRUM OPERATING BASIS EARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENE Figure3.7-8Electric Station I

SHIELD BLDG.

CONTAINMENT VESSEL EL.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 BUILDING EL.61.0 7aEL.41.0 8EL.19.0 9EL.35.0 NEL.23.0E 4.22.0E 10EL85. . NIEL.l.OE L.-4.032 REACTORAUXILIARY BUILDINGEL.lOO.O 33E L.84.5I35 EL.4E L.-35E L.-47LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station MATHEMATICAL MODEL FOR SEISMIC ANALYSIS (HORIZONTAL EXCITATIONS)

Figure3.7-9 REACTORAUXILIARY BUILDINGHANDLINGBUILDINGMATHEMATICAL MODEL FOR SEISMIC ANALYSIS (VERTICAL EXCITATION)

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

LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FLOOR SPECTRA E-W SSE 1%

FOUNDATION MAT ELEV. -35 FT. MSL Figure3.7-l 5 6.506.005.565.004.50 rDESIGN ENVELOPE tSHEAR MODULUS OF SOIL IN PSI 1.50 = 5800 = 8000 = 16050I .oo1.101.201.30 1.400.100.200.300.400.500.600.700.800.801PERIOD

,,,,,I,,,,LOUISIANA POWER LIGHT CO.

FLOOR SPECTRA VERTICAL SSE 1%

FigureWaterford Steam Electric Station INTERNAL STRUCTURE ELEV.

FT. MSL3.7-l 7 6.506.005.505.00 4.564.06 IIIIIDESIGN ENVELOPE 250-SHEAR MODULUS OF SOIL IN PSI 5600 = 80000.100.300.400.500.600.70 0.801.001.101.361.401.50PERIOD (SECOND) 6.506.005.505.00 IIIIIIIIIIIIIIIDESIGN ENVELOPE IIII0.100.200.300.40 SHEAR MODULUS OF SOIL IN PSI

=5800=8000=160500.500.600.700.800.80 1.001.101.201.301.401.50PERIOD (SECOND)

ILOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station FLOOR SPECTRA VERTICAL SSE 1%

FOUNDATION MAT ELEV. -35 FT. MSL Figure3.7-20 ZERO DISTANCE CONTAINMENT SHIELDVESSELBUILDINGEL.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. 198.3 2 EL. 172.4 3 EL. 150.7 4 EL. 131.0 5 EL. 111.0 6 EL. 86.0COMBINED8 STRUCTURE REACTOR AUXILIARY BUILDINGEL. 69.036EL. 46.0EL. 21.0EL. 41.0 -24.0UPXNORTHTRANSLATIONAL ROTATIONAL SOIL SPRINGS LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station REACTOR BUILDING MATHEMATICAL TORSION MODEL Figure3.7-21 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 MAT 04267'0'1'03 ----1IDATA:A. MOMENTS DUE TO SSE IN E-W AND N-s DIRECTIONS ARE APPLIED SIMULTAN-EOUSLY.M = B. BUOYANCY EFFECTS ARE CALCULATEDBASED ON MINIMUM GROUND WATER LEVEL AT EL + 5.0 FT. MSL C. TOTAL LOADS 1.10 + + 1.0 + WHERE:D=DEAD LOAD EQUIPMENT LOAD SAFE SHUTDOWN EARTHQUAKE BUOYANCYD. ULTIMATE BEARING CAPACITY 15.0 KSF

3. FACTOR OF SAFETY AGAINST OVERTURNINGOVERTURNING MOMENT =

+ RESISTING MOMENT MR (BASED MAXIMUM WATERLEVEL AT EL + 13.0 FT F.S. = 2.77LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station STABILITY AGAINST OVERTURNING FOR SEISMIC CATEGORY I STRUCTURES Figure3.7-22 WSES-FSAR-UNIT-3 Revision 307 (07/13)

(EC-8458, R307)

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

MASS POINT SUPPORTPOINTYX POINTFREEDOMX. PRESSURIZER SEISMIC ANALYSIS MODEL 3.7-24LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station WSES-FSAR-UNIT-3 Revision 307 (07/13)

(EC-8458, R307)

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

LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station Figure ANALYSIS SAMPLE PROBLEM NO. 1 LOUISIANA POWER & LIGHT CO.

Waterford Steam Electric Station SEISMIC PROTECTION ANALYSIS SAMPLE PROBLEM NO..SHEET1Figure3.7-27 LOUISIANA POWER & LIGHT CO.

Waterford Steam Electric Station SEISMIC 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 Station SEISMIC PROTECTION ANALYSIS SAMPLE PROBLEM NO.. 3 Figure3.7-29 IN-COREINSTRUMENTATION SUPPORTPLATE IN-CORE INSTRUMENT LOUISIANA FigurePOWER LIGHT CO.

REPRESENTATIVE NODE LOCATIONS Waterford Steam SEISMIC MATHEMATICAL MODEL Electric Station MASS NODE MODEL0NODEMEMBER NUMBERS ARE CIRCLED I32 32 31031 30CEA SHROUDS 30 29029025 24t0 2416CORE SUPPORT 23 I15COREFUEL 0212018CORESUPPORTPLATE11COLUMNS01010141303 302 2---09CSB F LANG E 01LOUISIANA POWER LIGHT CO.

FigureWaterford Steam IREACTOR INTERNALS LINEAR LATERAL SEISMIC MODEL Electric Station 3.7-31 52 CEASHROUDS46 3332313043294226FUEL- 41 2625 23 3622 35 14CORE 0N NODE16 2N MEMBER171SPRING11 RIGID CONNECTING LINKLOUISIANA FigurePOWER & LIGHT CO.

REACTOR INTERNALS LINEAR Waterford SteamVERTICAL SEISMIC MODEL 3.7-32Electric Station 21UPPERGUIDECYLINDERCEASHROUDS NOTE: 29 28LOWERSUPPORT STRUCTURE 18161514131211REACTORVESSEL SNUBBERS LOUISIANA POWER LIGHT CO.

Waterford SteamREACTOR INTERNALS NONLINEAR LATERAL SEISMIC MODEL FigureElectric Station II CORE SHROUD (MOTION-PRESCRIBED)

CORE SHROUD 1211109876543000000000012111098765430000000000CORE SHROUDCORE SHROUD (MOTION-PRESCRIBED)

NOTE:DETAILED CORE SEISMIC MODEL (ONE ROW OF 17 FUEL ASSEMBLIES)

FUELASSEMBLYLOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station REACTOR CORE HORIZONTAL NONLINEAR SEISMIC MODEL 3.7-34.

LOUISIANA FigurePOWER LIGHTCO.CORE-SUPPORT BARREL UPPER FLANGEWaterford Steam FINITE-ELEMENT MODEL 3.7-35Electric Station 18272052045212403231303 19El17161015914843 RHScl21ElSYMBOLS STRUCTURAL JOINT LUMPED MASS JOINT IDEALIZED SEAM MEMBER MEMBER RELEASE SUPPORTJOINT NUMBER MEMBER NUMBER LOUISIANA POWER LIGHT CO.

Waterford Steam Electric Station SCHEMATIC REPRESENTATION OF THE THEORETICALLY MODELED INCH CEDM Figure