Text

Seismic Confirmatory Program Sample Example 1:Flow & Temp Indicators (I&C)
	ML20081H742
Person / Time
Site:	Summer
Issue date:	10/18/1983
From:	; GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT
To:	;
Shared Package
ML19268E397	List: ML20081H710; ML20081H728; ML20081H742; ML20081H749; ML20081H770; ML20081H785; ML20081H799;
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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, 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 .

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0 SCI 4G V.C. SUMMER NUCLEAR STAT 10tl ACRS-RESERVOIR INDUCED CONTROL BLOG EL 11G3-0 g folllP. SEISMIC SAFE!Y MARG. REVIEW SEISMICITY -

R.I.S. HORZ OUAKE o 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

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ACRS - L = 0.375 G o SPEC 70E = 0.508 G

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E 0ll l P . SEISHIC SAFETT NRHG. HEVIEW OF HONilCELLO EVENTS HORZ OUOKE S COMPflRISON OF FRS FOR SSE FIGURE 2GX SPEC 702 EQUIPMENT DRMPING: 0.0SO 'i n; HSill Of,lE: 09/17/03 HUDIFIED 10 SSE A-A-A 10-RSLD/2GX/0.050 :

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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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, 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 .

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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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l dAl . . , 7b//W E '" "S" Quality Assurance R.A.M.-D.M.S.

) Gilbert Associates, Inc.

525 Lancaster Avenue k' .0. 044!.61-000 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. ,

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qcTR-108

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!' i i T57 CLASS IE QUALIFICATION

'E fj

} TEST RIPORT

' 3 s' J j j FOR

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-g INSTRUMENT MODEL A

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j l W1151/1251 g, 3 ) FOH t J

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) FU3LIC SERVICE CDMPAIN OF NI.4 '

EAMPSEIRE (f) l l SEA 3ROCE STATION, UNITS 1 & 2 g,

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'I ECERNATIONAL INSTRUME2CS IC

, Ditision of Si S=a Inst:-ecents, Inc.

88 Marsh Eill Road j ora =ge, CT 06h77 q .

L f& S Grehd:y E7 :=" son, Nuclear Project Engineer, 6f/7f80 j

7 m/ hfA4 & /9 80 Roy L%rshon, Chief Engineer

~I "] GIGER"E -

(

)! .j .A . (, f/ 9 S 0 ASSOC 'NC-I hi Michael Ealakay, Mgr. Quality Con nol' -

gggp.83 5066 Offiefs.1 - Jose,th V. leR1ane, Vice President Rev. 1 /k /

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

y

, This tect program, upcn its successful cc=pletion has deconstrated 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 l VZPA Rry. ARKS 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 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 4

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l WYLE LA80AATORIES

, rom a.o.seen.ty

_ _ _ _ . - - _ . - , . _ . _ . _ _ _ , _ - _ _ _ . , . . . _ . _ . - _ - . . - . _ . . . . _ . ~ . . , _ . . , _ , _ _ _ , . _ _ _ _ . _ - - . . . _ _ - - . .

15.

- PAGE NO. 61

' '(J..

~ .. ._ TE..S..T..R. EPORT 45062-1 N.O.

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

ECA = Horirontal Control Acceleremeter VCA = Vertical Control Accelerometer e

s WYLE LABORATORIES mums no Facmty

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i' ., Paga No. 86 -

Report No. 45062-1 FULL SCALE SHOCK SPECTRUM (g peak) -

1.0 i 10 0.

100 2 10000 .

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LOCATION NO.

AXIS

TEST RUN NO. 9

i l-17.

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Report No. 45062-1 i

._ FULL SCALE SHOCK SPECTRUM (g Peak) s.

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18.

. Page No. 155

, Report No. 45062-1 t *

- FULL SCALE SHOCK SPECTRUM (g Peak)

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4 LOCATION NO. M MV

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Paga No. 158 Report No. 45062-1 FULL SCALE SHOCK SPECTRUM (g Peak) r-

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NO I LOCATICN NO.

AXIS N s TEST RUN NO I

, 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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i l RRSn

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( Ari*ial frecuentf

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Veri.ral h f, i

Calculate margin mi, m2 for frequencies f1 and f2 as M=l[IESFf,ti7RSyt,f t (RR57, $+ (RRSyff x 0.9

[TS3Mf

, 4 ( TR$v f, (Nijp ) t (RRfyf, E 0'9 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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COMPARISON PLOTS OF TRS AND RRS (ACRS)

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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.

RCRS -- - = 0.375 G g ,g SPEC 702 = 0.S08 G

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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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MRXIMUMl FLOOR'f;lCC.

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