ML16256A184
| ML16256A184 | |
| Person / Time | |
|---|---|
| Site: | Waterford  |
| Issue date: | 08/25/2016 |
| From: | Entergy Operations |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16256A115 | List:
|
| References | |
| W3F1-2016-0053 | |
| Download: ML16256A184 (36) | |
Text
8 6
Y 2
0.04 I
I 0.01 6
ATLANTA, GEORGIA FEBRUARY 1972 JOB NUMBER SA-239 i
VI
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C D
PERIOD (SEC.
HISTORY SPECTRA NRC REG. 1.60 DESIGN SPECTRA WATERFORD 3 DESIGN SPECTRA WONG-TRI FUNAC SPECTRA 6 KM WONG-TRIFUNAC SPECTRA 15 KM L O U I S I A N A POWER LIGHT CO.
Waterford Steam Electric Station HORIZONTAL RESPONSE SPECTRUM DESIGN BASIS EARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE Figure 3. 7 - l
100 80 60 10 8
6 0.8 0.6 WATERFORD 3 SYNTHETIC TIME 0.08 0.06 HISTORY SPECTRA NRC REG. 1.60 DESIGN SPECTRA
WATERFORD 3 DESIGN SPECTRA WONG-TRIFUNAC SPECTRA 8 KM WONG-TRIFUNAC SPECTRA 15 KM IOB 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 Figure 3.7-2
100 80 60 40 20 10 8
8 4
2 0.8 0.6 4
0.4 0.2 WATERFORD 3 SYNTHETIC TIME HISTORY SPECTRA 0.1 NRC REG. 1.60 DESIGN SPECTRA 0.08 0.06 0.04 0.02 LAW ENGINEERING TESTING COMPANY 0.01 8
PERIOD (SEC.
LOUISIANA Figure POWER LIGHT CO.
HORIZONTAL RESPONSE SPECTRUM OPERATING BASIS Waterford Steam EARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE 3.7-3 Electric Station
100 80 60 40 20 10 8
6 4
2 0.8 06 4
0.4 0.2 WATERFORD 3 SYNTHETIC TIME HISTORY SPECTRA 0.1 NRC REG. 1.60 DESIGN SPECTRA 0.08 0.06 0.04 0.02 ATLANTA, GEORGIA FEBRUARY 1972 JOB NUMBER SA-239 0.01 a
8 0
0 PERIOD (SEC.
LOUISIANA POWER LIGHT CO.
Figure HORIZONTAL RESPONSE SPECTRUM OPERATING BASIS Waterford Steam EARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENE 3. 7 - 4 Electric Station
20 10 8
6 0.2 0.1 0.08 0.06 0.04 0.02 LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure VERTICAL RESPONSE SPECTRUM DESIGN BASIS EARTHQUAKE 2% DAMPING-TOP OF PLEISTOCENE 3.7-5
6 0.6 4
0.4 LAW ENGINEERING TESTING COMPANY ATLANTA, GEORGIA FEBRUARY 1972 JOB NUMBER SA-239 I
I \\
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I
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PERIOD (SEC.
Figure VERTICAL RESPONSE SPECTRUM DESIGN BASIS EARTHQUAKE 5% DAMPING-TOP OF PLEISTOCENE 3. 7 - 6
10 8
6 0.8 06 0.4 0.1 0.08 0.06 LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station Figure VERTICAL RESPONSE SPECTRUM OPERATING BASIS EARTHQUAKE 2% DAMPING-TOP PLEISTOCENE 3. 7 - 7
10 a
6 1
0.8 0.6 0.1 0.08 0.06 i
LAW 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 Figure 3.7-8 Electric Station I
SHIELD BLDG.
CONTAINMENT VESSEL EL.197.5 EL.172.4 2
EL.150.7 3
EL.131.0 4
a EL.lll.O 5
12 EL.176.0 13 EL.154.0 N
EL.132.0 EL.86.0 6
INTERNAL STRUCTURE EL.1 10.0 HANDLING 16 BUILDING EL.61.0 7
a EL.41.0 8
EL.19.0 9
E L. 3 5. 0 N
EL.23.0 E 4.22.0 E
10 E L 8 5 N
I EL.l.O E L.-4.0 32 REACTOR AUXILIARY BUILDING EL.lOO.O 3 3 E L.84.5 I
35 EL.4 E L.-35 E L.-47 LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station MATHEMATICAL MODEL FOR SEISMIC ANALYSIS (HORIZONTAL EXCITATIONS)
Figure 3. 7 - 9
REACTOR AUXILIARY BUILDING HANDLING BUILDING MATHEMATICAL MODEL FOR SEISMIC ANALYSIS (VERTICAL EXCITATION)
6.50 6.00 5.50 5.00 4.50 4.00 6
DESIGN ENVELOPE SHEAR MODULUS OF SOIL IN PSI
= 5800
= 8000
= 16050 0.70 0.80 0.80 (SECOND)
LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station FLOOR SPECTRA E-W SSE 1%
FOUNDATION MAT ELEV. -35 FT. MSL Figure 3.7-l 5
6.50 6.00 5.56 5.00 4.50 r
DESIGN ENVELOPE t
SHEAR MODULUS OF SOIL IN PSI 1.50
= 5800
= 8000
= 16050 I.oo 1.10 1.20 1.30 1.40 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.80 1
PERIOD
I LOUISIANA POWER LIGHT CO.
FLOOR SPECTRA VERTICAL SSE 1%
Figure Waterford Steam Electric Station INTERNAL STRUCTURE ELEV.
FT. MSL 3.7-l 7
6.50 6.00 5.50 5.00 4.56 4.06 I
I I
I I
DESIGN ENVELOPE 250-SHEAR MODULUS OF SOIL IN PSI 5600
= 8000 0.10 0.30 0.40 0.50 0.60 0.70 0.80 1.00 1.10 1.36 1.40 1.50 PERIOD (SECOND)
6.50 6.00 5.50 5.00 I
I I
I I
I I
I I
I I
I I
I I
DESIGN ENVELOPE I
I I
I 0.10 0.20 0.30 0.40 SHEAR MODULUS OF SOIL IN PSI
=
5800
=
8000
= 16050 0.50 0.60 0.70 0.80 0.80 1.00 1.10 1.20 1.30 1.40 1.50 PERIOD (SECOND)
I LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station FLOOR SPECTRA VERTICAL SSE 1%
FOUNDATION MAT ELEV. -35 FT. MSL Figure 3. 7 - 2 0
ZERO DISTANCE CONTAINMENT SHIELD VESSEL BUILDING EL. 197.5 12 EL. 176.0 13 EL. 154.0 14 EL. 1 3 2 0 1 5 FUEL HANDLING EL. 110.0 16 BUILDING 16 EL. 66.0 19 EL. 44.0 EL.
EL. 8.0 21 EL. -4.0 28 EL. 0.0 M A T EL. 198.3 2 EL. 172.4 3 EL. 150.7 4 EL. 131.0 5 EL. 111.0 6 EL. 86.0 COMBINED 8 STRUCTURE REACTOR AUXILIARY BUILDING EL. 69.0 36 EL. 46.0 EL. 21.0 EL. 41.0
-24.0 UP X
NORTH TRANSLATIONAL ROTATIONAL SOIL SPRINGS LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station REACTOR BUILDING MATHEMATICAL TORSION MODEL Figure 3.7-21
N
- 1. MAXIMUM SOIL BEARING PRESSURE INCLUDING BUOYANCY EFFECT 7.22, 7.04, 7.02 AND 6.64 KSF
- 2. FACTOR OF SAFETY AGAINST A BEARING CAPACITY FAILURE =
1517.22 2.06 L
I I
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I PLAN OF MAT 04 2 6 7 0
1 0
3
- 1 I
DATA:
A. MOMENTS DUE TO SSE IN E-W AND N-s DIRECTIONS ARE APPLIED SIMULTAN-EOUSLY.
M
=
B. BUOYANCY EFFECTS ARE CALCULATED BASED 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 BUOYANCY D. ULTIMATE BEARING CAPACITY 15.0 KSF
- 3. FACTOR OF SAFETY AGAINST OVERTURNING OVERTURNING MOMENT =
+
RESISTING MOMENT MR (BASED MAXIMUM WATER LEVEL AT EL + 13.0 FT F.S.
= 2.77 LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station STABILITY AGAINST OVERTURNING FOR SEISMIC CATEGORY I STRUCTURES Figure 3.7-22
WSES-FSAR-UNIT-3 Revision 307 (07/13)
(EC-8458, R307)
FIGURE 3.7-23 HAS BEEN DELETED (EC-8458, R307)
MASS POINT SUPPORT POINT Y
X POINT FREEDOM X
PRESSURIZER SEISMIC ANALYSIS MODEL 3.7-24 LOUISIANA 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..
SHEET 1 Figure 3.7-27
LOUISIANA POWER & LIGHT CO.
Waterford Steam Electric Station SEISMIC PROTECTION ANALYSIS SAMPLE PROBLEM NO. 2 SHEET 2 Figure 3.7-28
N TEMP. 1 F.
EC
= 27.9 x PSI EH 27.84 x PSI 1 TO 30)
X Y
-22.15'
1 TO 25)
X
-22.15' Z
-50.29 LOUISIANA LIGHT CO.
Waterford Steam Electric Station SEISMIC PROTECTION ANALYSIS SAMPLE PROBLEM NO.. 3 Figure 3.7-29
IN-COREINSTRUMENTATION SUPPORTPLATE IN-CORE INSTRUMENT LOUISIANA Figure POWER LIGHT CO.
REPRESENTATIVE NODE LOCATIONS Waterford Steam SEISMIC MATHEMATICAL MODEL Electric Station
MASS NODE MODEL 0
NODE MEMBER NUMBERS ARE CIRCLED I
32 32 31 0 31 3 0 CEA SHROUDS 30 29 0 29 0 25 24 t 0 24 16 CORE SUPPORT 23 I
15 CORE FUEL 0
21 20 18 CORE SUPPORT PLATE 11 COLUMNS 0
10 10 14 13 03 3
02 2
- - - 09 CSB F LANG E 01
LOUISIANA POWER LIGHT CO.
Figure Waterford Steam I
REACTOR INTERNALS LINEAR LATERAL SEISMIC MODEL Electric Station 3.7-31
52 CEA SHROUDS 46 33 32 31 30 43 29 42 26 F U E L - 4 1 26 25 23 36 22 35 14 CORE 0N NODE 16 2
N MEMBER 17 1
SPRING 11 RIGID CONNECTING LINK LOUISIANA Figure POWER & LIGHT CO.
REACTOR INTERNALS LINEAR Waterford Steam VERTICAL SEISMIC MODEL 3.7-32 Electric Station
21 UPPER GUIDE CYLINDER CEASHROUDS NOTE:
29 28 LOWERSUPPORT STRUCTURE 18 16 15 14 13 12 11 REACTOR VESSEL SNUBBERS LOUISIANA POWER LIGHT CO.
Waterford Steam REACTOR INTERNALS NONLINEAR LATERAL SEISMIC MODEL Figure Electric Station I
I
CORE SHROUD (MOTION-PRESCRIBED)
CORE SHROUD 12 11 10 9
8 7
6 5
4 3
0 0
0 0
0 0
0 0
0 0
12 11 10 9
8 7
6 5
4 3
0 0
0 0
0 0
0 0
0 0
CORE SHROUD CORE SHROUD (MOTION-PRESCRIBED)
NOTE:
DETAILED CORE SEISMIC MODEL (ONE ROW OF 17 FUEL ASSEMBLIES)
FUEL ASSEMBLY LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station REACTOR CORE HORIZONTAL NONLINEAR SEISMIC MODEL 3.7-34
LOUISIANA Figure POWER LIGHT CO.
CORE-SUPPORT BARREL UPPER FLANGE Waterford Steam FINITE-ELEMENT MODEL 3.7-35 Electric Station
18 27 205 204 52 12 403 231 303 19 E
l 17 16
10 15 9
14 8
43 R H S c
l 21 E
l S Y M B O L S S T R U C T U R A L J O I N T LUMPED MASS JOINT I D E A L I Z E D S E A M M E M B E R M E M B E R R E L E A S E S U P P O R T
JOINT NUMBER M E M B E R N U M B E R LOUISIANA POWER LIGHT CO.
Waterford Steam Electric Station SCHEMATIC REPRESENTATION OF THE THEORETICALLY MODELED INCH CEDM Figure