ML20081H742

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Seismic Confirmatory Program Sample Example 1:Flow & Temp Indicators (I&C)
ML20081H742
Person / Time
Site: Summer South Carolina Electric & Gas Company icon.png
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)

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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

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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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OSLO -, = 0.17G G i

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

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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

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qcTR-108

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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

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Grehd:y E7 :=" son, Nuclear Project Engineer, 7 m/ hfA4 &

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Roy L%rshon, Chief Engineer GIGER"E -

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'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.

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14.

PACE NO.

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TEST REPORT No.

45062-1 TABLE I

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TEST RUN DESCRIPTIONS TEST INPUT PUN TEST ACr"'77 ' RATION (g) l NO.

TYPE TEST AXES LEVEL H2PA VZPA Rry. ARKS l

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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

RT FB/V OBE 2.6 2.8 5

RT FB/V OBE 2.6 2.8 6

RT FB/V OBE 2.5 2.8 7

RT FB/V OBE 2.5 2.9 8

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

=

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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

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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

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Vertical Control Accelerometer VCA

=

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WYLE LABORATORIES mums no Facmty

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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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LOCATION NO.

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AXIS

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Page No. 89 j

Report No. 45062-1 i

i FULL SCALE SHOCK SPECTRUM (g Peak) s.

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Page No. 155 Report No. 45062-1 t

FULL SCALE SHOCK SPECTRUM (g Peak) 4'

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20.

M mW COMPARISON PLOTS OF TRS AND RRS (ASLB)

AND MARGIN CALCU1ATION m

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Margin for Equipment Qualified by Biaxial Test Equipment margin can be calculated as-shown below.

Crit cellrejut'ncy l

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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.

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COMPARISON PLOTS OF TRS AND RRS (ACRS)

AND MARGIN CALCULATION e

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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

EQUIPMENT ORMPING: 0.0S0 t

g, ORTE 10/08/03 INDICATORS FOR 'MCB' IIAC)

HAXIMUM FLOOR'ACC.

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,g SPEC 702 = 0.S08 G a.

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r FREQUENCY (HZ) l JOB 56 DHTE: 10/08/83 ]

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i SCEAG V.C. SUMMER NUCLEAR STATION.

TRS o-o-o CONTRCL BLOG EL Ll63-0

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E0llIP. SEISMIC SRFETY MARG. REVIEW RCBS VERT QURKE I

O COMPRRISDN OF TRS, RCRS, RNO SSE SSE A-A-A EQUIPMENT DRMPING: 0.050

]

g ORTE 10/08/83 INDICATORS FOR 'MCB' IIAC)

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MRXIMUMl FLOOR'f;lCC.

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