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Revision as of 10:53, 15 March 2020
| ML20010E103 | |
| Person / Time | |
|---|---|
| Site: | Summer  |
| Issue date: | 08/31/1981 |
| From: | Nichols T SOUTH CAROLINA ELECTRIC & GAS CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8109030090 | |
| Download: ML20010E103 (200) | |
Text
{{#Wiki_filter:SOUTH CARollNA ELECTRIC a gas COMPANi POST OF F IC E Bom 764 COLUMBIA. s0UTH CARO LIN A 29E18 p p g T c Nicsots.Jn August 31, 1981 ,e
-t s.a u.< sm. .,o c.cm . m.* ,
, C3 u u .. cn ..r,c,,
E; Mr. Harold R. Denton, Director 'f+.'\ O .3 C Office of Nuclear Reactor Regulation U. S. Nuclear Regulatory Commission Washington, D. C. 20555 ['( A'TV*d
% (
f /
Subject:
Virgil C. Summer Nuclear Station - ) i - Docket No. 50/395 Seismic Qualification Review Team
Dear Mr. Denton:
As we conmitted in our letter dated August 7,1981, South Ca olina Electric and Gas Company hereby submits the following Ser .mic Qualification Review Team (SQRT) information:
- 1. SQRT forms for Filter Plenums
- 2. SORT forms for Padiation Monitor Panel
- 3. Seismic Reports for Radiation Monitor Panel.
(One copy provided to NRC and one copy provided to Dr. Morris Reich, the NRC consultant) If you have any questions, please let us know. Very truly yours,
/
)3 T. C. Nichols, Jr.r 1
BW:TCN:lkb Attachments (3) cc: V. C. Summer G. H. Fischer T. C. Nichol s, Jr. H. N. Cyrus J. C. Ruoff 00 / D. A. Nauman W. A. Williams Jr. R. B. C1ary / 7/
- 0. S. Bradham A. R. Koon
- g. ,g g.
M. N. Browne l B. A. Bursey l J. L. Skolds J. B. Knotts , Jr. Dr. M. Reich H. E. Yocom NPCF 8109030090 sloe 31 PDR ADOCK 05000395 File A PDR
.i
. 10 - .
Qualification Summary of Ecuioment I. Plant Name: V.C. Summer Nuclear Station Unit 1 TyDe:
~
- 1. Utility: south Carolina Electric 6 Cas PWR x
- 2. NSSS: Westinehouse s 3. A/E: CAT ' BWR s
II. Comoonent Name Filter Plenum
- 1. Scope: [ ] NSSS [x] BOP
~
- 2. Model Number: Custom Fab. ' Quantity: 24
?
c.,:3,74.g. 3.' Vendor: . cv1
- 4. If the comoonent is a cabinet or panel, name an'd model No. of the devices included: N/A
- 5. Physical Description a. Appearance Rectaneular Housine
- b. Dimensions 50" x 61" x 40" to 20'-8" x 11'-0" x 9'-4" C. Weight 1320-14,200 Pounds ,
- 6. Location: Building: Auxiliarv, control. Intermediate Reacto:
Elevation: 463' & 485' 482' 463' 514'
^
.-2 . Variable
.. . ,n s . . , 7. . Field Mounting Conditions Ex] Bolt (No. , Size 1" ) -
[] Weld (Lengtn ) C] .
- 8. Natural Frecuencies in Each Direction (Side / Side, Frent/Back, Vertical):
Overall Natural Freq.: 43.6 Ilz S/S: F/B: V:
- 9. a. Functional
Description:
viiter nna in snme c,ces heat ventilation air
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[x] Both I
, 10. Pertinent Reference Design Specifications:
SP- 5 3 7-0444 61 -000
~
g vi-7 a- 8-18-81 11 - III. Is Ecuicment Available fer Inscection in the Plant: [X] Yes [] No IV. Ecuicment Qualification Methed: Test: Analysis: ves Cnmoination of Test and Analysis: Test and/cr Analy' sis by cri/Hinsone consnitants (name of Ccmpany cr Laccratcry & Report No.) V. Vibration Incut:
- 1. Leads censidered: 1.[x] Seismic cnly 2.[ ]Hydrecynamic enly 2.[ ]Explcsive en!y __
4.[ ]Other (Specify) 5.[ ]Cemnination of c
- 2. Required Respcnse Spectra (attach the grachs):
- 3. Required Acceleraticn in Eacn Directicn: zrA's a.re: for DBE S/S = .s6na e F/B = . s6n, e V= 4 4 6 4 c_
VI. If Cualification by Test, then Cemalete: N/A [ ] randem
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis - -
- 3. No. of Qualification Tests: OSE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveleping RRS using Multi-Frequency Test-[ ] Yes (Attaen TRS & RRS graphs)
[ ] No
- 6. Input g-level Test at S/S = F/B = V=
- 7. Labcratory Mounting: -
f l 1. [ ] Bolt (No. . Size ) [ ] 'deld (Length ) [] i i 8 Functicnal cperacility verified: [ ] Yes [ ] No [ ] Not Acplicacle.
- 9. Test Results including modificaticns made:
- 10. Other tests performed (sucn as fragility test, including results):
- ";d
"' 8$18-81
.<* . . . . 12 _
VII. If Qualification by Analysis or by the Comoination of Test and Analysis, then Cccolete:
- 1. Description of Test including Results: No test performed
- 2. Method of Analysis:
[ ] Static Analysis Dc ] Equivalent Static Analysis [d Dynamic Analysis: [ ] Time-Histcry -- [ ] Response Spectrum C
- 3. Mcdel Type: [ d 3D [ ] 2D [ ] 10
[ d Finite Element [ ] Seam -[ ] Closed Form Solution . 4 [ d Ccm;: uter Ccdes: "MSTTF" owned hv rnnner Fnerev Servicen Frecuency Range and No. of moces censidered: Un en in H7 n1nc one mnro mode. [X] Hand Calculations
- 5. Metned of Ccmoining Dynamic Respenses:
[ ] Absolute Sum [>] SRSS [ 30ther: (DBe) . (specity)
- 6. Camping: ?? rogr) s st Sasis fer the damoing usec: CAI SP-7n2
', 7. Support Consicerations in the macel: Fixed nix dimenninn,11v i
- 8. Critical Structural Elements:
Governing Lead or Res cnse Seismic Total Stress A. Identification Lccation Cccoinstion Stress Stress Al icwable End Wall Peak 16.7ksi 16.7ksi 23.4ksi Acceleration from R.R.S. llEPA Frame (4 x 5) SRss 9.55ksi 9.55ksi 27.uksi 3. Effect Ucen Functional Max. Defl ection location Oceracility Negligible
I III-9a 8-18-81 Qualification Su=ary of E uiement . ' O I. Plant Name: vira 11 c. su==e= sec1eer statim rnit i Tyoe: l l
- 1. Utility: scEsc Pk2 x
- 2. 0SSS: Westinghouse 3. A/E: GAI Oh2 !
~ '
II. Comoonent Name Radiat'pn Monitorina svstem Panel (xcP6200) I
- 1. Scope: [ ] NSSS. [x] ' BOP
- 2. Model Number: N/A Quantity: 1
- 3. Vendor: Nuclear Measurement Coro.
t
- 4. If the component is a cabinet or panel, name and model No. of the .
i devices included: Ratemeters CRM CRM-74 & ';A-3M, Viotblav 26200. '
- Beta Annunciator 122Lui, Relays P&S KUP14A15 5 KUP14D15, Recorders Westronics ;
MHE and Westinghouse Optimac 17430 series, Miscellaneous switches ' i.
- 5. Physical Description a. Appearance self-standing panel
[
- b. Dimensions Length 110,5", Height 90,68", Deep 30" O C. Weight 3600 lbs. (acorox).
f I Suilding:
- 6. Location: control Buildrng El evation- 'of -0" l I
- 7. Field Mounting Conditions [ ] Soit (No. , Size ) i
. E x] Weld (Lengtn 2" ) I l
[] -
- 8. Natural Frequencies in Each Direction (Side / Side, Frent/ Sack, VerticaO !
S/S: ~8Hz F/B: 9Hz V: Nane I n
- 9. a. Functional
Description:
Panel containing radiation menitorine instruments '
~
- b. Is the equipment required for [x] Hot Standby [] Col d Shutdo,r.
[] Both ;
- 10. Pertinent Reference Design Specifications:
O SP-618-044461-000 I sP-702-4461-00 O i _ _ _ _ _ _ _ _ __ _ _ _1
- II - III-9a 8-18-81 III. Is Ecuionent Available for Insoection in the Plant: [X ] Yes '[ ] No O IV. Ecuiement Oualification Method: Te: c: Test Analysis:
Ccmbination of Test and Analysis: ; I Iest and/or Analysis by b'yle I.ab. Report 44073-1 ; (name of Ccmpany or Laboratory & Report No.)! Y. Vibra. tion Inout: '
- l. Loads cons-Mered:1.[X] Seismic only 2.[ ] Hydrodynamic only 3.[ ] Explosive only 4.[ ] Other (Specify) 5.[ ] Combination of i
1
- 2. Required Response Spectra (attach the graphs): 26x 26Y. 26v [
- 3. Required Acceleration in Each Direction: i i
.566 of ZPA S/S = .508 of ZPA F/B = Y=' .262 of ZPA O
YI. ..
If Oualification by Test, then Como'ete:
- I P 3 random l 1.. [ ] Single Frequency ix] Multi-Frequency: [ ] sine beat
-[ ] :
- 2. [ ] Single Axis [X] Multi-Axis l'
- 3. No. of Qualification Tests: OBE 5 33g 1 Other
~
l (specify) ;
- 4. . Frequency Range: 1 to 35Hz j
- 5. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Plot TRS on RRS graphs)l
[-] No 1.1 g
- 6. Input g-level Test at' S/S = 2.3 g ZPA F/B = 2.5 e ZPA Y = ZPA i l
- 7. Laboratory Mounting:
- l. [ ] Bolt (No. , Size ) [x] Weld (Length 2" ) []
i
- 8. Functional operability verified: [x] Yes [ ] No [ ] Not A'pplicable ;
- 9. Test ResTJ1ti iisluding modifications made: The test demonstrated the functional operability of the instrumcatation l l
- 10. Other testr, performed (such as fragility test, including results): trone i L
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- Fut.t. SCALE SHOCK SPECTAUM Ig Peah) , peport 3:0, 44073_t III-9a 1002[
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', III-9a 1:00 DETAILED REOUIREMENTS 1:01 Scope 1.01.1 This Specification sets forth the general scismic design criteria which shall be used for the design of Safety Class equipment, systems, and components for the Virgil C. Su==e. I:uclear Station -
Unit 1. The intent of these criteria is to ensui- the performance objectives for safe operation and shutdown of the plant during an Operating Basis Ea,rthquake and a Design Basis Earthquake. 1:01.2 Response Spectru: Envelope and Sealing Factors:
- 1. Included in these criteria are smoothed dynamic response spectra envelopes for a single-degree-of-freedom clastic system attached to each floor slab and several major equipment mounting locations for the Operating Basis Earthquake. For each locatica, the response spectra envelopes were developed in the two cajor hori: ental .and the vertical direction (x, y, y cocponents) to be used for the dyna:ic analysis of equipment, syste=s, and co=ponents in accordance with this Specification.
The x cocponent corresponds to the plant East-West direction, the y cocponent corresponds to the plant North-South direction, and the v component corresponds to the plant vertical direction (except for the Service Water Pumphouse where x is perpendicular ggg to the shore line and y is parallel to the shore line). The actual narrow band w:.ith of the response spectra is.shown for testing purposes (rcfc to item 1:04.3).
~
- 2. The Design Basis Earthquake accele- ' ions shall be calculated by scaling the OBE response spectrua envelope accelerations in the following manner:
- a. Reactor Building 1.50 x OBE
- b. Auxiliary Building 1.55 x OBE
- c. Control Building 1.55 x OBE
- d. Fuel Handling Building 1.62 x OBE
- e. Intermediate 3uilding 1.55 x OBE
. f. Diesel Generator Building 1.62 x OBE
- g. Service Water Pumphouse l.67 x OBE
- h. Tanks and other structures with foundation on soil 1.67 x OBE 4
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I Y. A. G reenwoo d GH III 3515 m p / Gilbert / Commonwealth e ;ecers au exswa-ts G " GEiAT t.53CCMF3 f.C. P O Sci 'e8 Pe3 M g ^ A 'F A ' M715dC Cde G Luce Te e 65431 July 27, 1981 Mr. J. Trumpey, Project Manager
!;uclear Meas urements Co rporation 2 460 :* orth Arlin ; ton Avenue i In d ian ap ol is , Indiana 46218 Re: V. C. Summer !;uclear Station Unit #1 Radiation Monitoring System Seismic Qualification Report File Co de : 14.SA & 03.1EEE Response Code : !iRR !
Ref: (1) Wyle Labo rato ry Seismic Simulation Lst Re p o r t !;o. 44073-1 Dated 12/6/78 (2) Addendum A to Report 44073-1 4/22/S1 :IMC Le tter to CAI i Dea r Mr. Trumpey: The re ference te s t report and addendum A has been reviewed by CAI for input, em method and content. The result of the review indicates that this report satis-U fies the requirements of Specification 702 (SCE6G Purchase Orde r No. S:;- 10221- SR) as applicable to the radiation monitoring equipment. If the re are any questions , please advise. Very t ruly yours, , W N Nh d.- g W. T. McIn tosh , I & C Enginee r ; H.
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h E. p om Projeu Manager WTM: HEY:mit cc: C. A. Price (2) R. J. Ho f fe rt NPC F/Whitake r C. M. Reynolds V. C. S umme r C. G. Kramer E. H. C rews , J r. V. H. Willems D. R. Moo re W. T. McIntosh
- 0. S. B radham Y. A. Greenwood o H. E. Yocom PRS / Woods s m _ _ . ~ ~ ~ .. _ _ _ , - . n , m W f .e. .t.een.aeae te# me,can (.i Lit MN F C+. C*e.c *p, v % .;V
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Nuclear Ma nasurements Corporation -b 2 4 0 0 North Ariangton Avenue Indinnnpolis. Indinna 4 e21e
- I31I1 546 3416 Manufnoturers of Suporter Instruments for the Detection and Mensurement of R.ndtonotivity e April 22, 19S1 '
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. . : R ,., a.m ,.. , ~, 7 n, .. q ASSOC.. UJC \V O no .
P. C. Box l 'a 9 ? Reading, PA 19603 NiY 7 '81 4461 Attention: 'Myne Mc:nt o ch ~ C En. '. nee r Re fe rence : C. Sur.er :bclear Station, Unit #1
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Addendun A to Sei.iic Test Gentlemen: Please find enclosed five (5) cories of Addendun A to Seismic Tect Recult 4h 40' 3-1 Tc r Radiation .onitoring System. Also r.nclosed is an independent review of the Liquid Monitor RML1 as compared to Liquid Monitors FML2A, RML2B, RML 3 , RML'4 , RML5, dML6, RML7, RML9 and RML10. This data should be sufficient to d: duce the cimilarity for ceismic qualification. Sinc? rely yours,
?!UCLEAR MEASUREME!ITS CORPORATIO:I v. e su .wu .
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V o,ames ,.,,ruipey ,/' P roj ec t Manar>er - g. seaus,. CC: D. DeMoEC ' * * - i R. 400La40 Enclosure 3 r. ,c,,am D. $tflise - pt a 10.. ,, , , ,
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C. sty =c' c t a Pts FeLE 3 Pt0 Fett I nasrcast ar a.
- I n a t r u rn e n t a t t o n for t be Nuolear Sotencese
i DOUGLAS E. WISHARD PROFESSIONAL EVGINEER 1 S02 Cool Creek Rd. Ca rmel , IN 46032 Aoril 22, 1981 NUCLEAR MEAS URE MEN TS CORPORATION p*n $1% ' ' OQ' 2460 North Arlington Ave. '01 Indianapolis, Indiana 46218 &. ? ,, Attencion: J. M. Trumpey 6l Q)
Reference:
Seismic Moni toring Da ta of Radia tion Monitoring Sys tem Vi rgil C. Sumner Nuclea r Sta tion , Unit 1 N u cl e a r Measurements Cor oo ra tion 5.0. A-2419 i Gen ti emen : _ In comparing the equipme.'.t ou tlined in drawings D2419019 and D24190 25 $ wi th D2419022, the differences between the different items were noted. I These i n cl ude the flowme ter moun ting, the rou ting of the sample line, , and the addi tion of the canis ter for the probe assembly. These i tems ' explaln the differences of welgh t and the overall helght a! th e equip- D > ment. The mo unting configura tion and specifica tions are the same; thf cen ter of gravi ty and resonant frequencies would be similar in compariQf) the different units. l l I tem RML-1 as shown on drawing D2419022 has been seismicallu tested J according to the specifica tions of Gilbert Associates Inc. l (SP - 618 -04 4 4 61 -0 0 0, 1/6/76) Item 2 :10. It has been concluded in Wyl e O. Labora tori es Report No. 44073-1 tha t this unit possessed sufficient in-I l te gri ty to wi ths tan d the prescribed simula ted seismic event. In co mpa P;] ' l ing the o thst equipmen t wi th RML-1, with the differences previously no ce,d taken in to accoun t , it can be concluded tha t these items would react g3 similarly when subjected to a similar seismic event. The cri te ra to b' K l met would be tha t no component, accessory, or control shall e dislodgeh or sus tain damage during a seismic event. The following taL '.e provi des) i th e comparison physical da ta : 4 ' RML-2A, RML-2B, l l RML-4, RML-S, g RML-1 RML-6, RML-7, ; RML-9, RML-10 l Overall Height 38.00 in. 46.25 in. Width 40.00 in. 40.00 in. Dep th ' 22.00 in. 22.00 in. Weigh t 2 .10 0 l b . 2.200 lb. l1 Mo un ti ng as shown similar to RML-1 l
,pnw Cen ter of Gravity as shown similar to RMLffE;}'l f ,f 0 ~.
Dougia
& $ l \xl ishard E.
Indiana Regis tra tion No . 14241 il m, 1 ' }&{ j w g g(,gs OF $ 4 M 8l -
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Nuclear Me asu rernents Corporation p B400 Nors.s Arlington Avenue Indianapolis, Indiana m ,6218 e ( 317 ) . s 4 e . e 41 s Manufacturers of Superior Instruments for the Detection and Measurement of R,adioactivity e ADDE!iDUM A April 22, 1981 Ref: Virgil C. Summer Nuclear Station Unit 1 PO AN-10221-SR/::MC SO A-2t19 GAI Work Order 0h446 GAI Letter Dated April 10, 1979 NM; Letter Dated March 12, 1979 The fc11owing is in response to your letter dated April 10, 197.0
- 1) Appendix *0, Page 212 Item 4.0
/
O Se=te=ce 1 Wyle Laboratorier Project Engineer verifies each OBE and SSE Full Scale Shock Spectrum plots to ensure that the seismic event being monitored does envelop the Seismic Curves. Ref: Seismic Curves located in Section IV under Test Procedures. Sentence #2 & 3 Wyle Project Engineer examines the specimen for possible damage and 1 cgs all damage if any. The reports would be entered in the Seismic Sinulation Test Reports under Anomalies. Note: The specimen tested under Wyle Report e44073-1 did not experience any vibration effects. (Structural damage). O eInstruments' ton for the Nuolear Solenoese
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Seismic Monitoring Data t
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O SEISMIC MONITORING DATA 0F RADIATION MON!TORING SYSTEM FOR VIRGIL #. SUMMER IIUCLEAR STAT 10t1 UtilT 1 0 fiUCLEAR MEASUREMENTS CORPORATION NMC $0 A-2419 l l l l l l l O O21081
A-2419 I Seismic Series #1 a) Equipment on Seis=le Table. l i
- 1) RAM 2 Atmospheric Menitor [
- 2) RMil Liquid Moniter II Equipment Setup Pre Post Seisnic Seismic !
RMA2 ,
- 1. Pump Cn / /
- 2. Flow Rate (sefr.) 3 3
{ 3 Particulate Detecter !
#79-1516-130 High Voltage 1125 60 cpm 60 cpm L. ".odine Detecter l A79-1531-133 -
High Voltage 612 20 cpm 20 cpm ; ([) 5 Noble Oas Detecto. 1
#79-1521 48 ;
High Voltage 1050 60 cpm 60 cpm l t
- 6. CRM Particulate {
Op-Test 3600 3600 ; I
- 7. CRM Iodine l op-Test 3600 3500 l i
S. CRM Noble Gas l Op-Test 3600 3600 ! 9 Particulate Alarm Set Point 2 Fail 10 3 cpm 10 epm 3 3 Warn 10 cpm 10 cpm High Rad 10' cpm 10' cpm
- 10. Iodine Alarm Set Point 3
Fall 10 3 cpm 10 epm 3 8 Warn 10 10 High Rad 10' 10'
- 11. Noble GEs Set Point
[} 3 Fail 10 cpm 10 3 epm 8 Warn 10 3 cpm 10 cpm High Rad 10' cpm 10' cpm onion 2 1 i
A-2L19 RMA2 Atc=cspheric Monitor was interconnected to MCFFXCP-620:
} during the Seismic Test. This moniter functioned before, during and after the seismic event without operating any of the alar-set points.
III Equipment Setup Fre Post Seismic Seistic
- 1. Cetectcr u?~3-1546-21 High Voltage 1200 200 ept 200 c p. .
- 2. Cetecter
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Op-Test RML1 was interconnected to MCR?XCP-6200 during the Seismic Test.
- 0TE *1 Detector Hich was not connected to MCR?XCP-62C6 thus RML1 annunciator indicated Fall.
1:0TE #2 Sample water was not running thru the system, thus RML1 Flow Fail was indicated on the annunciators.
?!OTE .*3 Detector *79-1546-21 functioned '.e fore ,
during and after the seismic event without operating any of the alarm set points. 4 Check Source 2500 2500 Particulate 5 Check Source 1000 1000 Iodine l
- 6. Check Source 3000 3000 l
Noble Gas 1 1 V O2los1 p
A-241? (]) Seismic Series #2 IV a) Eculpment on Seismic Table
- 1) MCRPXCP-6200
- 2) Isokinetic Nozzle RMA2 ;
- 3) Ioni tion Chamber RMG7 V Equipment Setup The MCRPXCP-6200 was interconnected to the Ionization Chamber, RMA2 Atomospheric Monitor, RML1 Liquid Monitor. Pre Post Seismic Seismic
- 1. RMA2 Particulate Op-Test 3600 3600 .
- 2. RMA2 l
Iodine Op-Test 3600 3600 i . 3 RMA2 l Noble Gas Op-Test 3600 3600 i j 4 RML1 Op-Test 3600 3600 () 5 Particulate Alarm Set Point Fail 10 8 cpm 10 2 epn l Warn 10 8 cpm 10 8 cpn High Rad 10" cpm 10" cpm j f 6. Iodine Alarm Set Point f 1 i Fail 10 2 cpm 10 3 ept ! 8 ! Warn 10 cpm 10' cpt ' High Rad 10" cpm 10' cpm i (
- 7. Noble Gas Alarm Set Point ,
Fail 10 2 cpm 10 3 cpm 8 8 Warn 10 cpm 10 cpm
. High Rad 10" cpm 10' cpm
(
- 8. Liquid Fail 10 1 cpm 10 3 cpm 8 8 Warn 10 cpm 10 cpm High Rad 10" cpm 10' cpm O
021001 3
Run *30 In the Front Back Vertical Axes. EMA2 Iodine, RML1 Flow were annunciated.
" nit Reset Run #31 Iodine Warn Alarm (RMA2)
Flow Fail & High Rad Alarm (RML1) Unit Reset Iodine Set Point Change 10 3 to 10' Run W32 OK Run #33 Decrease Iodine Warn Set Point ' {N 10' to 10 8 i Run #34 i Iodine Warn Alarr l RML1 Flow Fail Alar = Unit Reset Run #35 Increase Iodine Set Point 10 2 to 10' Run #36 Iodine RML1 Flow Fail Alarm Ref. 6.7.1 of Seismic Test Plan for additional information. These spurious annunciator indications occured only in the This can be attributed to relay front to back axis only. contact chatter due to the G loading on the contact, and/or () noise spikes introduced into the system. 021081 4
...-_.-. z --_ - _.- _-__.
W. T. M:Intosh GH
/ / }. Gilbert / Commonwealth e ;neers and ansaa- s ' LEE:I t,550Q TES. M. P 0 3:x 435, pea:f;. a iss- Tet 215 775-2i2 Care G'asn/Te:ex 525- ~-1 March 30, 1931 I
Suelear Measurements Cc peratica 2460 North Arlington Avenue Indianapolis, Indiana 46218 Attn: Mr. J. Truspey Re: South Carolina Electric & Gas Co:pany V. C. Su=mer Nuclear Statica Unit #1 Radiatien Menitoring System Seismic Report File Code: 18.0221 Respcase Code: 4-15'81 Ref: (1.) 24C letter to GAI dated 1-30-81 (2.) GAI letter :o NMC dated 10-1-80 O
Dear Mr. Trumpey:
GAI has reviewed the referenced letter submitted by NMC in response to the GAI review of the Padiation Monitoring Sys:em Seismic Test Report #44073-1, as requested in the GAI letter to NMC dated October 1, 1980. The referenced NMC letter has provided additional infor ation which has resolved most of the GAI cc==ents except the following:
- 1. Cc ent #D of the referenced GAI letter has not been addressed adequately in the NMC response.
NMC should identify specifically which portion of SP-702-4461-00 has been used to develcp the ccaposite response curve to which the equipment has been qualified. NMC should also identify the methods I used which are not covered by SP-702-4461-000.
- 2. Cc==ent #E of the reference GAI letter has been partially addressed by hMC.
The data submitted f c= which hMC deduces representativeness should be indicated and included as an addendum to the reference Seismic Test Report and be provided with certification of independent review.
- 3. Resolution of the above items will cenplete the response requested by GAI in reference to the Seismic Test Report. Ycur early response is l
i
] requested by April 15, 1981.
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uclear Measurements Corp.
Mr. J. Trumpey
#F File Cede: 13.0221
-s/' cilbert/commenwearth rc,., rc = is;. 2
; ", Eu - .: ate ; 3. ' sis e l'$ ,*7525% :a:e ; es:: *e es E35-43* March 30' 1981 Pace 2 s
E [ e Very truly ycurs, f d s hk Wayne T. McIntosh f , Instrument Engineer
?. . .
w~ Yocom Proj ect Manager WTM: HEY:=lt cc: C. A. Price (2) NPCF/Whitaker V. C. Summer E. H. Crews, Jr. H. T. Babb j D. R. Moore J. F. Bailey S. Sailey W. A. Williacs, Jr. j 0. S . B- dham ,
- 0. W. Dixon, Jr.
H. E. Yocos R. Hoffert C. M. Reynolds V. H. Willems i C. G. Krater i Y. A. Greenwood i W. T. McIntosh I i l l l 1 1
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\ b~7 Q Nuclear Measurements Corporation y y$'d L p . a c e o North Arl ngton Avenue V / :n dianapolt e , Incit a n a 4eele e ( 317 * - 3 4 e .e a : s 2innuf acturers of Superior .
Instrumnnte for the Detection and 2: e 6surement of R.adicactivity ; January 30, 1961 4 C-ilb e r t Associates
?.'O. Box 1493 Reading, PA 19603 Attn: Wayne McIntosh t Ref: Virgil C. Summer Nuclear Station !
Unit 1 PO AN-10221-SE/NMC 50 A-2419 i GAI Work Crder Ohhh6 , GAI Letter Dated April 10, 1979 - NMC Letter Dated March 12, 1979 The following is in response to your letter dated April 10, 1979 ( ,) ,
# i
- 1) Appendix #4, Page 212 Ite.m 4.0 Sentence #1 t
Wy le Laboratories Project Engineer v!rifies each OBE and SSE Full Scale Shock Spectrum plots to ensure that the seismic event being m,nitored does envelop the Seismic l I Curves. 1 Re f : Ge i s r. tic Curves located in Section IV under Test i F acedures. 1 l Sentence #2 & 3 l Wyle Project Engineer examines tne specimen for possible damage and Icgs all damage if any. The reports would be entered in the Seismic Simulation Test Reports under Ancmalies. Note: The specimen tested unhr Wyle Report #U4073-1 did not experience any vibration effects. (Structural damage). O) (v i 1 1 1
*:natrumentation for the N u o 1 e rs r So1enoeee t
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4 .. , , .u4 January 30, 1,051 page 2) See attached sheet for monitoring reccrds.
- 3) The Seismic Test Report itself must be utilized as data to Test form Report the conclusion 44073-1. as stated in 4.0 Summary of UMC provided Gilbert Associates a report (Ref. letter dated March 12, 1979) signed by a registered engineer agreeing with the Wyle Summary.
UMC monitcred the specimen during the seismic events. Please see attached sheet for monitoring results. NMC cannot ccmment on fluid pressure er temperature effects since they were not included en Gilbert approved Seismic Test Procedure. 4) NMC utilized Gilbert supplied Seismic Design Criteria (]) #SP-702-4461-00.
- 5) a) RML1 Liquid Monitor was seismically qualified utilizing 4 .e e *_ ~ _4 .' a a Erooks flow meter #3602/6336 which 4 ., d. a .= 4 ~ .n.
- o 3 . 'o n" a. " I .'..D * " .e'.ampa.d m flow meter shipped with the monitor. The comparison is as follows:
t l 3602/6336 M3602/CSF221559 Overall Height 12.00" 9-9/16"
- Width 1-3/4" t
3" l Depth l 4-3/4" 4-1/8" l i
'le i gh t 5 lbs 4 lbs i Mounting Method same same ;
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Seismic Monitoring Data
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_4/ Gilbert./Cammonwealth ;,ws m rseu 7t UE;I A7CCAfES "C. P 0 hi ' H Oew; FA 00)3 fel 215 llSEU Cec : m: 'c'c f'1 131 August 6, 1)N Ca 5 - 211f>4 Fir . C. A. Price
!!aniter 'hclear Fncineering South Carolina Electric & Gas Company Post Office Box 76 4 Columbia, Seuth Carolina 29218 Rc: Vi rni1 C. Some r Nuclear Station l' nit No. l' Radiation !Mn i to inn System
!!an ipula to r Cra"o liridge Moni tors File Code: 13.1%
Respense: NRR Ref: CGWC-2037, 11-11-79
Dear :
- c . Price:
As re f erenced by CGWC-2037, the seismic response cf the .anipulator crane briJge is unavailable for evaluation of the potenti *: seismic input to the radiation monitor detectors (channe ls Itt-G17A an d P?f-Gl">) mounted en the manipulator c'rane bridge. Therefore, the trip signal derived f rom these radia-t ion mon i to rs is to be initiated by a fail signal (loss of signal) in addition to tha hinh radiation trip signal. T
~!he ampli f ie r e lectronics (ratemeter) of these channels are identical to CA3 series area monitor ratenuters already located in panel XCP6200 and tehich teere tes ted f or seismic qualification, reference WyJe Lab Report 440 73-1 (IMS 3612-0).
In conclusien, it is consid2 red that the amplifiera (ratemeters) for RM-C17A and R;'-G17il mee t the type qualificatien for tbc seisnic response spectrum of XCP-6200 radiation monitorinn systen panel. Dw detector portion of these channels are considered to not require seismic qualification by virtue of utili-zation of a loss of signal trip in addition to a high trip from the type quali-ficd ratemeter in panci XCP-6200. Should you have any additional comnents, please advise Very truly yours, Ay* / N:&z[~Q
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'IM W. T. Me Intosh I6C Engineer
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Respense C:de : 10-10-50
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; j the '010 pcsitien Oc respond te or finali:e the f olic tin g items . .
l A. Require the Detector Response to b;cktround end to the check source - i i f or :;as , liquid, partic_'-*e and iodine channels as is required by Spec. 613 items 2:09.11, 2:v; 12, 2:09.13. B. Enerzy respcase of the detectors are required per Spec. 612 i: ens > 2:09.11, 2:09.12 and 2:09.6. he typical de tectors are : S C2 3, i I i a C.'".'.' , r,". . .' :. .(. a~ 0 ,
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C .s' .'. ". . ,-' n d. U. a - O .' - 0 : N~ ' ' '.'. . i l C. Require tha: the tenperature ef fects per Frec . 613 iters 2:09.7 ' 1-and 2:14.2-2; be supplied for the above lis:2c detec crs. D. Require transient response data per Sper. 61S iten 2:09.3. Note caly tha data for the GA3 . dules has been receiicd.
- . . ine tra.sient respense. ener:;y response and te perature effec:s as ,
specified were to be provided b:. !C after shiprent using data from equivalent units per agreement in "eviatien Request 221-22 da:ed I 7/3/79. II. Seismic Oualification p
- Fes;cnse to GAI letter d::cd /irril 10, 1979 in request of additicnal informatica fer the ,eismic Tes: Repor: C 073-1 is still cu: standing.
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A. /g p e n d i- - in.gc 207) cf the rencrt is the 's Flin .he n in suc-::c. 4 (page 212) reils as folic.s: .he re:cr35 will be check 2d f er equalits cf p2rfor ance af te r each test. m. s o. * . .' .. e. . s ". d.1. .' '. e c r. . . 4 . cd
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'E:C snculd provide evidence that the above checks, e :<a tin a t ic a s and legs have been perferred.
- 3. lica 5.7 cf the re p e r: (page E) reads as follcws: " Functional
!!cn ito r in :: Procedures - The functional tenitoring o f the specimens
.'- was pe r f orme d vis uall;. by the '!"C Te chnical 7cp resen ta tive . The specimens were in their nor .a1 cpe rating ecn dition durine :he siculated excitation."
* 'tC should p rcvide functienal monitcring reccrds as dccumented by their representative and also a description ef the opera:ing cen-ditions of the equip ent.
C. The s umma rv , ite,4 (page 1) cf the reper indicates that: "It was decenstrated tha: the scecimens ;cssessed sufficien: integrity (", to withs tand wi*.he ut ccep romise of s t ructure er elec trical f uncti:ns, the prescribed simulated seismic envircnment."
!'-!C should p rovide da:a leading to this ccnclusien cnd provide dis-cussien including their analysis of the ef fect of service ccaditiens such as fluid pressure and temperature en their cenclusions.
.D.
ihe equipment tested was subjected to a cenposite of seismic acceller-
, ations as shcun in the test plan (page 208). --nese cenpesites en-velep the seise.ic accellera tions of several floor respense curves.
- !'iC should provide and decument the cched used to obtain these cc posi:es and indicar.e how they relate te the V.C. Sumer Plant.
E. ~h e test vas perf erred en a selected number of devices, cf which some were censidered representative of ether devices requiring seismic design.
'?:10 should provide decurentation and discussion of the e:heds and conside raticas used te deduce representativeness and cenparisen of the tested items to those not tested as lis:cd in See:1cn 2:10 cf ,
Specifica:icn 613 and shculd include comparisen of the f ellowin g :
- a. P1:-L1 class 3 flow switch indicater
- b. ::cnitors .,;!-L2 A, :2!- L 2 3 , ?;!- L 4 , ?di- LS , ?d :- L5 , ?2:-L 7 5 ?;!- A10.
.ne accve requested documentation and data cculd be submitted as an addendu to the re ferenced seismic test rerc r: alen; with the
'~# certificatien of independen t review
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?.!!-L3 drawings required.of the assc aly and wiring for Fl! A9 and D.
? Assembly and wiring drawings for nenitor F;:-All do not the as-buil: equipment cud should be updated. reflect E. Tne update and resubelssion:folicwin; :irawi:.;s have aisc been an identified
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i 3. Fadiation moni te r R"-All has beca iden tified valves ,s hcvin: sele,cid and orfice to which do na: perform as required. Fnts has been brought the attention of RIC on several cc assicas and #
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p,/ i L W. T. ?!cIn:csh Ins tr unen t Engineer I
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cc: C. A. Price - 2 liPCF /'.thi t ak e r i a V. C. Surner
&J t E. H. Crees. Jr.
H. T. 3abb D. R. !!:c r e
- c. aan. 3ey U. A. *'illiams, Jr.
O. S. 3radham O. W. Dixon H. E . 'ic c cm R. Hof f er C. :1. Reyncids C.G. 7.ramer D. L. Mellincer - a
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! Indi anapo11 e , Indiana 4 0 n10 e (3171 6 4,U . 0 413 uanuraoturer. or superior Ta'X S10-3L1-313- t Instruments for the Detection and Me ssurernent or Radion.otivity e
January ~, 1930 l Gilbert Associates, Inc. P. O. Ecx 1U98 Reading, PA 19603 i Attention: Project Services Department u
Reference:
Virgil C. Summer I;uclear Station f Unit #1, P.O. # S!;-102 71-SR l'
!;MC S.O. *
.A4703 ,
Gentlemen: . This letter is to inform you that the GA-3 Mcdules . purchased under the above order conform to the same mechanical configuration as those modules purchased by ycu under IiMC S.O. #A2419 Since those modules purchased under S.O. *A2419 were seismically qualified, we believe that this constitutes type qualification for this instrument. Very truly yours, 1 fiUCLEAR EASUREME!;TS CORPORATIOI; - .4 g
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!. Ref: (a) CGG'.l-1364
-{-l-dated 8/13/79 I ' ' ' 'lovembe r 13, 1979
} l,,.',' S.0. CGE-185 Mr. E. Wielkopolski ..,,,.a,, ,
Gilbert Associates, Inc. ,, , . c ou . 2.///u . 55 L ca te Avenue @" ' RECEIVED f Reading, PA 19603 " L'm '- " , NUV 161979 l SOUTH CAROLItiA ELECTRIC AfiD GAS COMPAfiY l l VIRGIL C. SU'91ER fiUCLEAR STATI0ft G. J. BRADDICK i
! Manipulator Crane / Radiation Monitoring I
Dear Mr. Wielkopolski:
The reference (a) letter noted that GAI plans to place two seismically qualified radiation monitors (Area Gamma Type) on the manipulator crane for detection of ' a fuel handling accident. Because of this planned change we were requested to O. provide a copy of the seismic evaluation report covering the manipulator crane. l The manipulator crane for the Virgil C. Sumer plant was built to the requirements
! of equipment specification 677055, Revision 4.' To satisfy the requirements of paragraph 5.3.4 of this specification our supplier performed a static generic analysis using the worst case of the several plants on order to the same specification. Our supplier did not perfom a spectral analysis.
In view of the fact that the analysis was not specifically done for Virgil C. Summer, we consider that it would not be useful in qualifying the radiation monitors. The fact is that using this analysis would likely create more questions than it would answers. On this basis, we are not forwarding a copy of seismic evaluation report for the manipulator crane. Should you have any questions or coments, please advise us. I urs truly, , ,7
- e. s
<Ll,w/~A b l R. A. Stough, Engineer ,
SCE&G Projects l
/cm cc: E. Wielkopolski 4L H. Radin il R. C. Hol zwarth ll C H. T. Babb P
- 0. W. Dixon fluclear Project Central File IL RECEIVED E. H. Crews h Plant fiumberical Records System ll "0V 151979 T. C. 14ichols, v ll W. A. Williams, Jr. lL D. A. tiauman IL E, w ELKOPOLSKI L . . - - - . _ _ . . _ . . , . - . _ _ - . . . - . . . - - - . --- _ . _ _ . . - . - _ _ -
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'd S' G;EE;ii ASSOC:ATES. !NC. P. O S: #52. Peat c.;. FA *SBC /ie!. 2'.5 775 2EOC/Catie G,lascuTe er E25431 / . ,, August 13, 1979 EccCW 136A ,~
% J Mr. R. L. b~hitney, Proj ect Manager Westinghouse Electric Corporation PWR Systems Division
- Post Office Eox 355 l Pittsburgh, Pennsylvania 15230 Re: South Carolina Electric and Cas Company I V. C. Summer Nuclear Sta tion Unit No.1 j Manipulator Crane /P,adiation Monitoring ;
File: 18.10221 l Response Code: 9-7-79 i Ref: Westinghouse Equipment Specification No. 677055 , l d
Dear Mr . ilhitney:
The Westinghouse E Spec. 677055 indicated tha t calculations were to be submitted to show tha t the Manipulator Crane in the Reactor Building meets the specified requirements to withstand seismic conditions. , f CAI plans the placenent of two seismically qualified radiation monitors (Arca Gamma type) on the Manipulator Crane for detection of a fuel handling accident. 4 CAI vculd appreciate receipt of the report to make scismic cvaluation j related to mounting of the detectors. Your response by September 7,1979 ; would be appreciated. Very truly yours, ,
' f,/, [ /,Y5c h W / '?
W. T. McIntoch Instrument Engineer
- . . 'li tney (o rig . + 3) it. T. 11abb jj rfym C. Yocom V. C. S ur.:me r E.
Projec:Ila e3..kpf.ta;;er-f , k t /11. E. H. Crevs, Jr. p T. C. Nichoir., Jr. 1' A. Uilliams, Jr. RECEIVED . V D. A . Sau::ur 0, tl, Dixcn (2) I SI'Ci3/ Dix r:1 R. Hoffert NN I,I N C. J. Bra d d : s . g., , , , , , , . . . , n , ,,, . , . ., , . . , , , ,,, ,, .., ,,, , ; . r ,, ; 3 7 g v , E. WiELKOPOLSKI
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E. Wielkopolski/H. E. Yoco: PROJ. MGT. GIII-3516 T ~e 5PDb (a 9.7 v Nle , Gilbert f / Commonwealth e ;rers e ::,se.a-:s G".EE:ii ASE: :ATES. W . F. C. E:1 t:52. Fead.. ;. FA 15ECFie' 215 775-2ECO;are G.:as:: Aeier E~S G April 10, 1979 Nuclear Measurements Corporation 2460 North Arlington Avenue Indianapolis, Indiana 46218 ' Attenticn: Mr. J. Tru:pey Re: South Carolina Electric and Gas Company i V. C. Su==er Nuclear Station Unit No. 1 Radiation Monitoring Syste GAI No. 04-4461-000 File Code: 18.10221 Ref: NMC letter dated March 12, 1979 (Cubmittal - Seismic Test Report #44073-1)
Dear Mr. Tru:
pey: q GAI has reviewed the referenced seistic test report and has determined that Q the test report as submitted requires additional infor stion to infer qualification. As a minitu: NMC shculd sub=it the additional information requested in the following cc==ents. /r
- 1. Appendix 4 (page 207) of the report is the test plan wherein sub-ite (page 212) reads as follows: "The records will be checked for equality of perfor=ance after each test. The specimens will be examined for possible damage fellcwing all violent tests such as at severe structural resenanc'. All i=portant vibration ef fects will be logged."
NMC should provide evidence that the above checks, examinations and logs , have been performed. ;
- 2. Ite: 6.7 of the report (page 8) reads as follows: " Functional Monitoring Procedures -
~'ne functional =cnitoring of the specimens vos performed visually by the NMC Technical Representative. The specimens were in their normal operating condition during the simulated excitation."
NMC should provide functional =onitering records as documented by their representative and also a description of the operating conditions of the equipment.
- 3. The summa ry. ite: 4 (page 1) of the report indicates that : "It as demonstrated that the specimens possessed sufficient integrity to withstand without compromir.c of structure or electrical functions, the (n) a prescribed simulated scismic environment."
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- u u nnva .nm.u ~ :n.aw Attention: Mr. J. Tru:pey April 10, 1979 Page Two NMC should provide data leading to this conclusion and provide -
discussion including their analysis of the ef fec t of service conditions such as fluid pressure and temperature on their conclusions.
- 4. The equip =ent tested was subjected to a composite of seismic accellerations as shown in the tes: plan (page 208). Tnese cc=posites envelop the seis=ic accellerations of several floor response curves.
NMC should provide and docueen: the =ethod used to obtain these composites and indicate how they relate to the V. C. Su=cer Plant.
- 5. The test was perforced on a selected number of devices of which some were considered representative of other devices requiring seis=ic design. .
NMC should provide doct :entation and discussion of the methods and considerations used to deduce representativeness and comparison of the tested ite=s to those no: tested as listed in Section 2:10 of Specifica: ion 618 and should include co=parison of the following: pd a. MFL1 class 3 flow switch indicator '
- b. liquid monitors D:-L2A, Mi-L2B, MFL4, MFL5, PJEL6 and RM-L7.
The above requested documentation and data could be sub=itted as an addendum to the referenced seis=le test report. Very truly ycurs,
$r /N<- hIL W. T. McIntosh WT!'lEW/ HEY: s= Instrument Engineer cc: E. H. Crews, Jr.
V. C. Sum =cr
- 0. W. Dixon, Jr. - (2)
D. A. Nauman T. C. Nichcis. Jr. gf n .,noccs r..
,n; m. $gonoas$j,f mI
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- n. locon W. A. .. illiams , Jr.
C. A. Price Prcject 4fanger ('N V C. J. Braddick C. " . Re y -, c ', ; l A. Io 1:.ca r : *
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. Nucle a r Measurements Corporation a4GO North Arlington Avenue Indianapolis , Ind:ana 4 e 218 k -
Manuf acturers of Superior e 1317) -s4e.as:s Instruments for the Detection q /~) and Mean:urement or nadtonettvity e ; n ' l
- ' arch 12, 1979 X /d $ [
c Gilbert Associates
?.0. Box 1493 t Reading, PA 19603 [
Y. Attention: Proj ect Services Dept . t s
Reference:
Virgil C.
?.0. Summer ?!uclear
#3?;-10221-SR; ::"O #2419 Station Unit ly,e, m m L
^
GA: 'dork Order 04 4461 ' asc o. ^ i 4 CC1rcu s's Gentlemen: u Q
* ""'d'"'"
- -- h Please find enclosed five (5) copies of Seismic """
test result #44073-1 for Fadiation Monitoring System. B "' " i l I Mp I I iia:ome 1_ _, ,>
.s 8 t:
Also enclosed is an independent review of the -t'*"' t. test results, g'i r.nginee.. signed by a Registered Professionak * 'l,"' ,, l ; l i .
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p1 Ow,: a-ix jX
<ery trua,y yours, zi U
NUCLE A?. ; ME ASUREME]ITS CORPORATIC?i I p;! 4 s, , I i
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- e. r,u ;,i m James ??. Trumpey, / m nu 1 ,!
w~ 2 Project Manager '-- _ , ,,,,, ?;
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JMT:mh 3 Ass. . b Enc: 5 copies Test th IWi16'79 44,il rj(p. cc: Wayne Macintosh, Proj. Engr. O, W H
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DOUGLAS E. W! SHARD _ PROFESSIONAL ENGINEER 6448 3RAMSHAW ROAD INDIANAPOLIS, INDIANA 46220 March 9, 1979 Nuclear Measurements Corporation 2460 North Arlington Avenue I nd ic.n ap oli s , Indiana 46218 Attention: J. M. Trumpey
Reference:
Wyle Laboratories Report No. 44073-1 C-Seismic Simulation Test Program Gentlemen: f e O" Seismic Qualification was performed in accordance with procedure 541/6790/ES, Revision B. The results outlined Q3 in the above referenced report present the results of the j testing. . A visual inspection after the testing was completed ! indicates no visual damage to the components tested due to the testing. I would be in agreement with the conclusions reached by Wyle Laboratories that the specimeno possessed sufficient integrity to withstand the prescribed simulated seismic environment. ' t r E T
- f. *dA Douglas E. Wishard Indiana Registration No. 14241 .. M'."[ 7"'..' ,
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l l i SEISMIC SIMULATION [ Test Report 1, P - 'f: C I r u s-o') REPORT NO. 44073-1
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j DATE Dec riu 6, 1978 SPECIFICATION (S) See Refuences in Section 7.0 1.0 CUSTOMER uclear eassemenu Capmadon ADDRESS
- 460 North Arlington Avenue, Indianapolis, Indiana 46:18
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2.0 TEST SPECIMEN ' Ut-A2 (02419037); an Isokinetic Asseilly, D!-A2 (D2419011); a Remote Area Monitor, t:"-r' m .n onn u 1 wa 3 ~ ,1 r% -. .1 7 i m.4 4 vr-i- . ev-?1 e m ' .: ! a n ' ' ; 3.0 MANUFACTURER W clear Meassements C apu ation 4.0
SUMMARY
A ".ain Control Room Panel, an Atmospheric Mcnitor, an Isokinetic Assertly, a w Perote Area Mcnitor, and a Oual Channel Liquid Monitor, hereinafter c ' led the , specimens, were subjected to a Seismic Simulation Test Program as requ. red by the Nuclear Measurements Corporation Purchase Order Nu-ter 14231, and Wyle Laboratories' Seismic Test Plan 541/6790/ES, dated Octcher 28, 1977, Revision B. The test program consisted of resonance search testing and biaxial randem multi-frequency testing in each of two test orientations. The specimens were instru-r,nted with accelerometers and were electrically powered and monitored for fu ctional operaticn during the test program. It was demonstrated that the specimens possessed sufficient integrity to withstand, without compromise of structures or electrical functions, the prescribed simulated seismic environment. However, spurious annunciator indications were noted on the Main Control Rocm Panel during testing in the front-to-back/ vertical axes as described in Paragraph 6.7.1
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ST ATE OF AL ABAMA { " ^ gg~ v"o" 6363 COUNTY OF MAD! son i PREPAR D BY - R. Tho "'r _c:aTeS ,1, ._,.i_ ore an_ _,,,.,,,,,,,o,,, a .,,m , < , , , , , ,
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N O_ .19 'li_ SCIENTIFIC SERVICES AND SYSTEMS GROUP HUNTSVILLE. ALABAMA l l
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SUMMARY
(Ccntinued) ; Tables : and II contain descriptiens of the test runs. Figures 1 and 2 show the horizontal and vertical Safe Shutdewn Earth- I quake Required Respense Spectra for Series 1 testing. , Figt s 3 and 4 shcw the hori: ental and vertical Safe Shutdewn Earth- $ quak Required Respense Spectra for Series 2 testing. Photograph 1 shows the typical front and rear weld configuratic used in mounting the Main Centrol Recm Panel. Photograph 2 shcws the specimens installed in the front-te-ba:k/ vertical ; orientation for testing on the Wyle Multiaxis Seismic Simulater for t Series 1 testing. Photograph 3 shows the specimens installed in the side-to-side / vertical crientation for testing en the Wyle Multiaxis Seismic Simulator for Series 2 testing. l l Photographs 4 through 24 shew the specimen respense accele:cceter locations. O Appendix : Ocntains the transmissihility picts frem the resenance search tests. Appendix I contains the Test Respense Spectrum picts for the Safe Shut- t I down Earthquake tests. Appendix III centains the Instrumentation Leg Sheets and the Instrumen-tation Equipment Sheets. Appendix IV centains the Wyle Lateratories' Seismic Test Plan 541/679C/ES, dated Cctober 28, 1977, Revision 3. I L
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y 5.1 Specimen Mcuntinc and Crientation f The specimens, as described below, shall be placed en the Wyle l Multiaxis Seismic Simulater Table such that the =cunting base / ' fixture for each specimen shall be flush with the top of the test i i table. Items 2 and 5 shall be installed en Wyle-f abricated tes~ ~ fixtures constructed frem 6" x 3" x 3/S" rectangular steel tubing. The mounting hole pattern in each specimen shall be transferred to the test fixture. The holes shall be drilled and Item 2 attached f using four (4) 1/2"-13 Grade 5 bolts, nuts and washers torqued to !' approximately 45 fcct-pounds. Item 4 shall be installed in a UMC-designed, Wyle-f abricated test fixture :nd Item 3 shall be installed in a NMC-fabricated test fixture. The test fixtures shall be welded l to the test table in each test crientation. The acunting base f l Item i shall be attached to the test table using fillet welfs approxi- ' mately 2 inches long as directed by Nuclear Measurements Ocrperation (:.TC) . The specimens' =cuntings shall simulate the in-service con-figuratiens as elesely as practical. Item Series Description
. 1 2 Main Centrol Recm Panel, XCP-6200 (D2419001) 2 1 At=cspheric Monitor, RM-A2 (D2419027) 3 2 Isokineti: Assembly, RM-A2 (D24190ll) 4 2 Remote Area Mcnitor, EM-G7 (D2419003) 5 1 Dual Channel Liquid Monitar, RM-L1 (D2419022)
The specimens shall be tested in two series. For Series 1, Item 2 and Item 5 shall be initially installed on the Seismic Simulater Table in the front-to-back/verti:al (F3/V) crientation. For the se:end crientation of tests, the specimens shall be rotated 90 degrees in the hori: ental plane to the side-to-side / vertical (SS/V) test orientation. For Series 2, Items 1, 3 and 4 shall be initially installed on the test table in the SS/V axes. Fer the second crienta-tien of tests, the specimens shall be rotated 90 degrees in the hori:ontal plane to the FB/V axes. l. 5.2 Resonance Search A low-level (approximately 2.2 g horizontally and vertically) biaxial sine sweep in each test orientatien shall be perfcrmed frem 1 H: to 35 H: to establish major resenances. The sweep rate shall be one octave per t minute. Transmissibility plots of the sine sweep test in each test ! orientaticn shall be provided in the test report. l (:) . - i l L
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"'he functional monitoring of the specimens shall be perf rmed visually by the :DiC Technical Representative. The specimens shall be in the
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m 6.2.1 Resonance Search Results Test run descriptions are presented in Tables and II. Transmissibility picts of the specimen response a:celeremeters frem the resenance search tests are presented in Appendix . t t
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SCIENTIFIC SE AvtCES AND SYSTEMS GROUP RE?CRT NC. 44C~3-1 0
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7.1 Nuclear Meascrements Ocrpcration Purchase Order :u-ter 14:21. , 7.2 Nyle Laborateries' Seismic Tes: Plan 541/6790/IS, dated October 28, ' i 1977, Revision 3.
- 7.3 IIII Standard 344-1975 Specificatien entitled " Recommended Practices I
for Seismi: Qualification of Class 1 Ilectri:al Equipment for Nuclear i
? wer Generating Statiens". j i
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SCIENDF'C SERVCES AND SYS?EttS CRCUP RE?CRT NC. 442 2-1 n v
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LEGE:Q : HOPA = Moricental Zero Period Acceleratica VCPA = Vertical Cero Period Acceleration F3/V = Frent-to-Back and Vertical SS/V o Side-to-Side and verti 'l CBE = Cperating Basis Earthq.. SSE = Safe Shutdevn Earthquake 0) u-
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