ML20081H742
| ML20081H742 | |
| Person / Time | |
|---|---|
| Site: | Summer |
| Issue date: | 10/18/1983 |
| From: | GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT |
| To: | |
| Shared Package | |
| ML19268E397 | List: |
| References | |
| PROC-831018, NUDOCS 8311070570 | |
| Download: ML20081H742 (26) | |
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.h VIRGIL C. SUMMER NUCLEAR STATION SEISMIC CONFIRMATORY PROGRAM SAMPLE EXAMPLE 1 EQUIPMENT NAME & SYSTEM:
Flow & Temperature Indicators (I&C)
EQUIPMENT TAG NUMBER &
LOCATION TI-4497 Control Bldg. El. 463' FI-4496 TI-4467 TI-4480 FI-4466 TI-4510 EQUIPMENT VENDOR International Instruments TESTED BY Wyle Laboratories QUALIFICATION REPORT # :
IMS-92-4038-0 MARGIN AGAINST ACRS 1.95 MARGIN AGAINST ASLB 2.45 3
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$$kIS[>0!dU!$o0$5 MLBERT/ COMMONWEALTH o
P PDR P., O. Box 1498 Hearding, Pennsylvania 19603
__ q 20 TABLE OF CONTENTS Required Response Spectrum - ACRS 3-5 Required Response Spectrum - ASLB 6-8 Relevant Information from Qualification 9 - 19 Test Report and Specification Comparison Plots of TRS and RRS - ASLB 20 - 23 and Margin Calculation Comparison Plots of TRS and RRS - ACRS 24 - 26 and Margin Calculation t
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REQUIRED RESPONSE SPECTRA (RRS)
SAMPLE EXAMPLE 1 4
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SUMMER NUCLEAR STAT 10tl ACRS-RESERVOIR INDUCED CONTROL BLOG EL 11G3-0 folllP. SEISMIC SAFE!Y MARG. REVIEW SEISMICITY R.I.S.
HORZ OUAKE go CUllP0HISUN OF FHS FOR SSE FIGuilE 2GX SPEC 702 EQUIPMENT DAMPING: 0.050 a;
11CR3 001Es 09/17/03 MODIFIED TO SSE m
ID-ACBS/2GX/0.050 i
i MAXIMUM. FLOOR'ACC.
ACRS - L = 0.375 G SPEC 70E = 0.508 G o
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COMPflRISON OF FRS FOR SSE FIGURE 2GX SPEC 702 EQUIPMENT DRMPING: 0.0SO
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SPEC 702 = 0.S00 G o
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RELEVANT SEISMIC QUALIFICATION REPORT INFORMATION FROM SEISMIC QUALIFICATION REPORT NO. IMS-92-4038-0 AND SPECIFICATION i
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1 SPECIFICATION I
i MAIN CONTROL BOARD l
l VIRGIL C. SUMMER NT CLEAR STATION - UNIT 1 l
f SP-56 8-044461-000 JULY 31,1974 l
- I l
l SAFETY RELATED QUALITY PROGRAM REQUIRED l
00UTH CAROLINA ELECTRIC & GAS COMPANY COLU!GIA, SOUTH CAROLINA c 7E/?d i
EPROVED - ENGINEER DATE l
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I Reviewed by:
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Quality Assurance Gilbert Associates, Inc.
k'.0. 044!.61-000
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525 Lancaster Avenue l
Rea::irg, Pennsylvania
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SP-568-044461-000 7-31-74 20 2:00 DETAIL.ED REOUIPDENTS 2:01 Ecuio=ent. Materials, and Services to be Sucolied by the contractor 2:01.1 This Specification sets forth the requirements for the final design, =anuf acture, f abrication, assembly, testing, inspection, and delivery of the =ain control board and 50 associated ter=ination cabinets to be installed for South Carolina Electric and Gas Co=pany, Virgf1 C. Sun =er Nuclear Station - Unit 1.
2:01.2 The k'0FX shall include all labor, equip =ent, wiring, drawings, and
=aterial, except as noted, necessary to design, manufacture, f abricate, asse=ble, test, and deliver the =ain control board and 50 associated terminal cabinets.
2:01.3 The CONTRACTOR shall be responsible for mounting and wiring of all devices (as listed in ite=s 2:01.6 and 2:02.5) en the control board. The viring shall include the following:
1.
Terminating the wires on the device as described in ite: 2:07.5 subite=s 2 and 3.
2.
Routing of the wire in appropriate internal trays to designated floor openings and adding support where necessary.
3.
Colling and tagging a =ini=un of 12 feet of wire at the exit of the board at designated floor openings for the OL'NER'S field connection to the ter=ination cabinets.
2:01.4 The CONTFACTOR shall provide all required seismic qualification and documentation as described in ite= 2:08.7.
2:01.5 The CONTRACTOR shall perfor= and docu=ent all testing as detailed in Ita= 2:08, 2:01.6 The CONTPACTOR shall furnish and install the following =ain centrol board equipment =aterial (including 25 bound volu=es of instructica books per Ite= 1:09 of this Specification):
Quantity 1.
Indicators:
a.
Single (International Instruments Model 1151).
100 b.
Dual (International Instru=ents Model 1251).
10 c.
General Electric Co. Type A3-40.
70 i
12.
^
qcTR-108
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fj TEST RIPORT s '
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FU3LIC SERVICE CDMPAIN OF NI.4 EAMPSEIRE (f) l
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l SEA 3ROCE STATION, UNITS 1 & 2 g,
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ECERNATIONAL INSTRUME2CS IC Ditision of Si =a Inst:-ecents, Inc.
S 88 Marsh Eill Road j
ora =ge, CT 06h77 q
L f& S 6f/7f80 j
Grehd:y E7 :=" son, Nuclear Project Engineer, 7 m/ hfA4 &
/9 80
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Roy L%rshon, Chief Engineer GIGER"E -
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.A ASSOC
'NC-hi Michael Ealakay, Mgr. Quality Con nol' gggp.83 5066 I
Offiefs.1 - Jose,th V. leR1ane, Vice President
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Rev. 1 11/11/51 g [y3 p 6 -
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I' IIRRODUCTI'ON The' following. test program was conducted to qualify the International Instruments, hereafter referred to as "I.I.", codels 'd1151/1251 indicators for use at Public Service Company of New Hampshire, Seabrock Station Units 1 and 2.
This test was perfor=ed in accordance with the requirements of Q.C. Test Plan QTP-108 Rev. 2 (Appendir I}
which reflectr the requirements of United Engineers and Constructors, Inc.
II CO"CI.USION This tect program, upcn its successful cc=pletion has deconstrated
- y that five (5) years of service in a centrol roc
- vill not co= precise the ability of a codel '41151/1251 to withstand a postulated seis=ic event. This cenclusion is drawn frem perfo-nce data acquired after a siculation of 'the pestulated ceis ic event on indicaters that have been in so::vice for five (5) years. These indicators were supplied by Public Service Cc=pany of New Ha pshire's Newbury Station. The service histery of which is docu=ented in Appendix II.
Allofthefive(5) year old indicatore, hereafter referred to as."old", successfully met the criteria of Section VII of (TP-108 with th'e exception of cero adjustment.
p
14.
PACE NO.
9
.j )
TEST REPORT No.
45062-1 TABLE I
_~
TEST RUN DESCRIPTIONS TEST INPUT PUN TEST ACr"'77 ' RATION (g) l NO.
TYPE TEST AXES LEVEL H2PA VZPA Rry. ARKS l
i 1
Sine Sweep FB/V 0.2 g Internal resonance at 19 Hz and 34.5 H:
.2 RMF FB/V
< OBE 2.5 2.7 3
R.T FB/V OBE 2.7 2.8 4
R.T FB/V SSE 5.0 5.4 9
Sine Sweep SS/V 0.2 g Internal resonance at 21.5 Hz and 26.5 H:
10 RMF SS/V OBE 2.6 3.O 11 P.T SS/V OBE 2.5 2.9 12 RFE SS/V OBE 2.5 2.8 13 RMF SS/V OBE 2.5 2.8 14 RMF SS/V OBE 2.5 2.8 15 PFE SS/V SSE 4.8
5.8 LEGEND
RMF Random Multifrequency
=
FB/V Front-to-Back and Vertical
=
SS/V Side-to-Side and Vertical
=
CBE Operating Basis Earthquake
=
SSE Safe Shutdown Eartnquake
=
H PA =
Horizontal Zero Period Acceleration V PA Vertical Zero Period Accel,eration
=
4 I
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l WYLE LA80AATORIES rom a.o.seen.ty
. _. _. _ _ _, _ - _ _ _.,... _. _. - _ -.. -. _.... _. ~.., _.., _
15.
PAGE NO. 61
' '(J..
TE..S..T..R. EPORT N.O.
45062-1
~
1 APPENDIX II
'~ TEST RESPONSE, SPECTRUM P!;OTS OF THE
'T CONTROL ACC M. m RS FOR THE OPERATING BASIS EARTHQUAKE TESTS AT 1% DAMPING 1
. TEST RUN h"JMBERS ORIIh"fATION 3, 4, 5, 6 and 7 Front-to-sack / Vertical l
10, 11, 12, 13 and 14 Side-to-Side / Vertical r
Horirontal Control Acceleremeter ECA
=
Vertical Control Accelerometer VCA
=
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WYLE LABORATORIES mums no Facmty
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16.
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Paga No. 86 Report No. 45062-1 FULL SCALE SHOCK SPECTRUM (g peak) 1.0 i 10 0 100 2 10000 I
DAMPING l4;%l l
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10 Frecuency (H2)-
LOCATION NO.
9 TEST RUN NO.
AXIS
i l-17.
Page No. 89 j
Report No. 45062-1 i
i FULL SCALE SHOCK SPECTRUM (g Peak) s.
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1.0 b 00 100 (B 10000 DAMPING se i
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18.
Page No. 155 Report No. 45062-1 t
FULL SCALE SHOCK SPECTRUM (g Peak) 4'
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Paga No. 158 Report No. 45062-1 FULL SCALE SHOCK SPECTRUM (g Peak) r-1.00 10 O
100 %
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20.
M mW COMPARISON PLOTS OF TRS AND RRS (ASLB)
AND MARGIN CALCU1ATION m
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21.
Margin for Equipment Qualified by Biaxial Test Equipment margin can be calculated as-shown below.
Crit cellrejut'ncy l
TRSg I
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Calculate margin mi, m2 for frequencies f1 and f2 as M=l[IESFf,ti7RSyt,f (RR5, $+ (RRSyff x 0.9 7
t E 0'9
[TS3, 4 ( TR$v f, (Nijp ) t (RRfyf, Mf The smaller value of mi and m2 is defined as,the margin of :.ne equipment.
Critical frequency is defined as the frequency hich has the smallest TRS/RRS ratio.
A constant 0.9 is applied to incorporate the 10% increase of RRS.
2
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NOI188313336
4 24.
M W
COMPARISON PLOTS OF TRS AND RRS (ACRS)
AND MARGIN CALCULATION e
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b 9
SCEAG V.C.
SUMMER NUCLEAR STATION TRS o-o--o CONTROL BLOG EL 463-0 EQUIP. SEISMIC SAFETT MARG. REVIEW RCRS HORZ OURKE S
COMPRRISON OF TRS, RCRS, RNO SSE SSE m
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HAXIMUM FLOOR'ACC.
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