ML18078B181

From kanterella
Jump to navigation Jump to search
Forwards Updated Responses to Requests for Addl Info Re Seismic Qualification Data for Electrical,Instrumentation & Mechanical Components
ML18078B181
Person / Time
Site: Salem 
Issue date: 04/11/1979
From: Mittl R
Public Service Enterprise Group
To: Parr O
Office of Nuclear Reactor Regulation
References
NUDOCS 7904160094
Download: ML18078B181 (62)
v • d • e


Text

{{#Wiki_filter:Public Service Electric nnd Gas Compnny 80 Pnrk Placo Nowarl<, N.J. 07101 Phone 201 /'130-7000 April ll, l979 Director of Nuclear Reactor Regulation U. s. Nuclear Regulatory Commission Washington, D. C. 20555 Attention: Mr. Olan D. Parr, Chief Light Water Reactors Branch 3 Division of Project Management Gentlemen: RESPONSE TO REQUESTS FOR ADDITIONAL INFORMATION NO. 2 UNIT SALEM NUCLEAR GENERATING STATION DOCKET NO. 50-311 Public Service EJ_ectric and Gas Company hereby submits sixty (60) copies of its updated response related to the Seismic Qualification data for electrical, instrumentation and mechanical components. The items listed address the request for additional information by the Seismic Qualification Review Team during the February 26-29, l979 site audit. In addition, enclosed are sixty (60) copies of completed SQRT forms for three typical pumps and three typical valves as requested in the NRC Question 7.40. Should you have any questions, please do not hesitate to contact us. Enclosure .. '1* .:V~tr~yours, 1--_ ;; litiXZf I v I R. L. Mittl General Manager - Licensing and Environment Engineering and Construction REGULATORY DOCl\\ET FILE COPY 7904160091.~ 'l!o ~'lllll (1l1J1>MI 'I// --.~

SALEM NUCLEAR GENERATING STATION U~IT NO. 2 NRC SEISMIC QUALIFICATION REVIEW RESPONSES TO ADDITIONAL INFORMATION REQUESTS - REVISICN _ The NRC Seismic Qualification Review Team met with PSE&3 personnel at the Salem site on February 26-28, 1979 to conduct a review cf the seismic qualification data*for electrical, instrumentation and mechanical components. In a previous submittal to the NFC staff _en March 23, 1979, we responsed to additional inform~tion requests as identified at the meeting. The following information updates sc~e previous responses and includes additional data as requested in p~one conversations of March 26, 1979:

2.

5KV Switchgear and Relays -(Updated) The General Electric Company is assembling supplemental test data on the relays in question. This information is expected to be forwarded to PSE&G shortly. Submittal of the data tc the NRC will be made the week of April 9, 1979 which should resolve this matter prior to initial criticality. 3, 600V Switehgear - (Additional Info) Area of Concern: The high transmissibility of tee sheet metal surfaces may cause spurious operation of the circuit breaker contacts during a seismic event. This misoperaticn could in turn result in circuit breaker opening and closing causing dana5e to the equipment being fed.

RESPONSE

Subsequent testing of equivalent.circuit breakers has been performed by the manufacturer demonstrating acceptable operation. Based on these tests, additional qualification data will be submitted substantiating the ability of the 6oov circuit breakers to withstand the expected seismic forces at Salem witc-out misoperation.

7.

WCAP 7817 - SSPS, NIS, FROCESS RACKS - (Additional Info 1 The safety-related equipment that Westinghouse supplied ani ~~ich is installed at Salem, is generic to the equiprrent that was seis-mically tested and discussed in WCAP 7817, Supplements 1, 2, 3, 6 and 8, WCAP 8830, WCAP 8832, W Letter NS-CE-E92 and W Letter NS-TMA-1950.

l. 10.

Service Water Pumps - (Updated) The*SQRT forms submitted on these phmps did not include the requested drawings. Two drawings of the pumps are attached.

12.

Wyle Report 44215 - NEMA 12 Cab. & Misc. -(New) Area of Concern: Provide the appropriate justification for the noted anomalies in the test report.

Response

The seismic test levels and acceptance criteria chosen for this test are intended to establish qualification for the most severe seismic levels and performance requirements anticipated in the Salem plant. It is the intent of this method of qualification to establish a listing of equipment which may be used without restriction anywhere within the Salem plant. Three notices of anomaly in the test report identified that items tested deviated from th~ performance requirements. The deviations prevent one instrument (Moore 1738) from being used without re-striction in the plant. However, it is suitable for use where the anomaly noted does not impair its ability to perform its safety function.

a.

Although Item 25 (Moore 524TS controller) was found to be inoperable during initial calibration, five other identical instruments were mounted in panels for the test. One instrument (Item 26 - Moore 524TS) was mounted in the same panel and at the same elevation. Item 26 was operable and provided the data necessary for the acceptability of Item 25. Item 25, although inoperable, was mounted in the panel for structural test purposes.

b.

Items 19, 21, 26, 31 and 35 (Moore 524TS controllers) showed non-linear characteristics during pretest calibra-tion. As a result, it was realized that the specimens could not satisfy the conservatively stringent tolerance specified. Further analysis indicated that the non-linearity was not sufficiently large to be objectionable. Al!o, post test calibration data correlated with pretest data.

c.

During the test, data for Item 21 (Moore 524TS) indicated out-of-tolerance conditions. Further investigation re-vealed that the specimen output fluctuations were actually caused by the transmitter input signal rather than the seismic event. Examination of strip-chart data proved that the item functioned properly during the test.

r *.. 12. Wyle Report 44215 - NEMA 12 Cab. & Misc. (Ccnt'd) Items 20 and 34 (Moore 173S Transmitters) satisfiEd calibration and calibration check requirements.

Hswe7er, they proved to be vibration sensitive.

As a result, tbey were declared not acceptable for general use at Salem. Use of this transmitter will be limited to specific applicat~ons where the process is slow and would not be affected by the transmitter's output variations, i.e. the Servic~ Water System. The seismic qualification forms for the following equipment are attached: Item NAMCO Limit Switch Barton Diff. Press. Transmitter** Barton Pressure Transmitter Rosemount Pressure Transmitter ASCO Solenoid Valves Model EA-180 ' 764 1153 Series A Various R-=oort ACM:::: / C l eve. J e v. 2 c. 9 I 5 / 7 W NS-T!v~--1950 W NS -T!vf_Cl_ -19 5 0 Rosemount 3735 ASCO AQS 21~73/~R The reports concerning the NAMCO limit switches and ASCC solenoid valves were submitted to the NRC by Public Service E~ectric and Gas Company. The report on the Barton transmitters was subm~tted on the North Anna docket while that for the Rosemount transnitters was submitted on the docket of Arkansas Nuclear l. The above mentioned items were qualified to both seismic and en-vironmental criteria. The reports were submitted as part of the environmental qualification review and reflect the redefined en-vironmental conditions for Salem (refer to responses to NRC ~uestions*Q7.30 and Q7.41). In addition, Table Q7.18-l has been revised to include this equipment.

SALEM NUCLEAR GENERATING STATION UNIT NO. 2 NRC SEISMIC QUALIFICATION RF.VIEW

SUMMARY

Review Item Motor Control Centers Control Room Recorder Panels 5KV Switchgear 6oov Switchgear Battery Racks 2Bv and 125V *Batteries 28v and 125V Battery Charger Electrical Penetrations 'Vital Instrument Bus and Invert~rs WCAP 7817 - SSPS,Process Racks, NIS TAf\\LE 1 Battele Report of 4/27/73 - Instr. Panel & Misc. Wyle Labs Report 42897 - Misc. Transmitters Wyle Laba Wyle Laba Wyle Lab a Wyle Labs Wyle Laba Wyle Lab a Report Report Report Report Report RPport 42441 - Control Console 42367 - 2Bv & 125V Dlstr. Cab. l1lil'7 llnit? HMS (Controls) l1l1?15 - NF.MA l? Cab. & Misc. l, 1 7 ? 8 - NF. MA l ? C a l> * & M I r. c

  • l~31(i(i -

Misc. Compon1*nLn Typical Safety RelatPd Valve Service Wtlter Pump and Aux. ft>0<lwn.f.1'r Mc11.11r DiPsel r;Pneratoro nncl AsBoc11tl.c>1l Coinpon*'n1.r. T <> n t I n s p e c__!J D n. t. n. R e s p o n s e T 1, em 1 Accepted Accepted Response Item 3 Accepted Accepted Accepted Accepted Accepted Accepted AccPptecl Accepted Accepted /\\cc 1~pt e d /\\cr0ptt*d n,_, s po n s c I t. em 1 2 AccPpt01l /\\>(* (' l' pt f' d H1*Rponr.<' l t *'m q H1'r.pon8t> l 1 **m I() [\\.('('('pt(' d Fu~_!_ i on a__!___Q £.!.'... r ~ b i 1. Accepted Accepted Response It.1'm 2 Accepted Accl'pted Response Item 4 Response Item 5 Accepted* Accl'ptl'd Accept.Pd~* Accepted Accepterl Ri>sponsP Item 8 ArcPpt.t'*l Ac c P pt I' cl AccPpt.f'd Rev. l Arct>pt Pd Acc1'pt t>d f\\ l' (' (' p 1 I ' I l J; *' ~'. r () ll r. (' 1 I I m l I ~Heguirecl conf1rmat.ion of' Si>inm1c I d1*s1*p,n for ca\\ili> trn.ys - Ri>Apons" ltr>m (,

  • ~ C" n f 1 r rn n t I on n f' 8 n le m 1 n W" n t l n µ:It cl\\ 1 n 1
  • H 1, q 1111 l l f 1 r. a L I on f' r* n 11 r A. m -

H 1' s po n ~ (' 1 I. 1: m 7

i G'\\ 'i' /1mulJ1£/JI To (r/mu /?J,y/i Sg_.t<-r /V,R!I I I ~* 74;& I AL'-*~ c~1.... e~" IQCO !:I.JI'. (. Poh* (ev*c:~~T....,u:) MO'Tf1~_FA*Tl!:a..11!'1!."";i.- ; [ ...,4.r.JA~f 8 - 1,i -7JJC..!IT.JO~ (1°""-- _ f--------+- 57 ---:- ,!le.tio) ""!!":L!::!.~T~~-c.~ ':!Jf4°!.~§iit:~~~~ I ~T.. AC.DI.~ ~ ~~ It< 21' I. I 'P {A ~H ~ f- ~--1=

  • ~ PLA~........

'_____/, I ,~_,,,1.. 4 34~" <r:eF'. ~o~. 1."11111~ "'""°' LAlll Be.) ~!!!.i..- ~:. 10:!: ~' ""IO~ 48 - o..... --~-WA,,\\..L ~ N*LL 11 I! tutl~--11.,J a ~I

  • I

µ,

31. ~

7!"f ©HeAo To ~:.e-1r..- 1t"--r._.c. &9T°IJOtt a.iuT* "* L"CICN"iS""e'.. I '\\.\\~( ? , nlJ I ~4-(TY,..) ©~.:_. \\80° L'11! 11\\.!C. ~. "'t!i. 4a ~ ~ ?..ci"- 115'01..~... ~~ l=l.\\T F"ACm@ ..A-A 'a; 'L<* ** """'"**-* 1 2L A.:>pt,"o*i *:*.:.,.p!,j* l"IOtc1'. !1ld*~ c 'J'1J:e~.:i:.:i ~,,;~*n,! I *'J* *.! **~

  • .,: 4.r.:.,..:*o;~t;(I
    • .* ;..::;.**e.

3 L.. :.1,1 - .: *. *l *::.ri.... : "'10 /, ~.....,q ~~~!-l.1:-:.J [~\\:;:r~r~~~~~ 1 t.11.. 1.jl m t.i..:,.;l'lo.:l.l 1......,;n.,.*.,,.,;. o.. ic _____ ~~- By Date __._ '~--------- 'ZI'* ~* Zc'C'2..fl-~ ~ I I I I I ~I IA.,"l"c.~ 0.ti.~e -- __..---.':I_-~ ~0~ 4,~ ~i II~ I I !IJt~ !. l E§F\\~L1 __ _ j*~& i 1 *.:>co 1.!):;1"' ~i i - 4..0011. MOTOl't '!!IT\\JC> ~'"'"'"T A,,lll.IA\\.. Pl.A"'('""....... o"l":::iit" ?~ .. ~~'!"__~ltt.O o,.:,:~ s.01..p le.. !""'l'Tlj ,.,.,...,.c -"Po1.. 1 ~0*...,oa;1z:o..,;.1"..,\\.. "'!l~C.**. o, 004" MA1C....... Ge

....,.._.. ovT
o. OQ 'Z.

0 ....... !('. ~--"Ii="!" i:t,,;...i-.:>UT f..IOTl::-:- ~Aic.c 1w1..e:T ea..,11il c<e.1.l!.A.".loC '='~,.~,._ =i.. ~o'\\.,;.... JIOT!' Oi...I ,:-;~1C-:1""J°'I:\\,,. 0~6. °'!'~!ii~:O

  • "=-

0E-:"4rLeO .:!)'-J O~Ct.!>. l..Ailli!I ~~ -A. *q~:O SE.~ "'OTC ~.

l.

Public Serwice Electric Iii CH Co ** Saba Nu.cla.ar Ceuer.at!ng Station. Lover Alloways Craelr. rovnsbip. S.lea County, Mew Jeney, P.O. Mo. lli77S4 B.aqa. ?to. 191JE69068 Uait No. ___ P~ll 1'%.r4.,'Z.l,'%'1 t..%4 L.a:rn- & 3owler Serial:"'* o-:.~aa1 A !hrou&b v.

2.

Uait Mo. __ ~ 1~ 1 1'5 *Ct r!i 'Z.'J" I. 'Z'8 Layne* Sawl.u Seri.a.l !'o. O~A Through F. J. Straiaed Sdt W&ur P'l1111b SJ*t- - l to 5 CPK @ 40 PSIG of str. Salt vat.r ia.troduced through waur inln.. Pnl.ubrtcata far 1 to. 2 aim.atu bdor acartin& ~*w f='T11.M1Tec "":.~: f!>O'N'l. A,,~~I!~ - "140 L&~. !I !ITA.OilL 10~~-z.doPT.j 1\\.57 ~.,......... ~p (:~. ***~ eoi.. Pl""I!!. - 1,ooa... ~t..IA~T -"$~- ...,0 ~-"~ PL4"T8.: - ""Q O\\~C:...... ~*.tio - '2.'=9.oO ,.o'T""L ""4'.' 1.6*. wg"" ** 1"'4P*L'-AC* AMP 14.'1Pei..L.a.ct ::.... tAJl'T". 144.S Le.*PT." I ! i . e:~*..'. "'To:..o* _ DO ~OT u~e. ~*~ ost"'w'"'" 18'oR.. l.1ATe)?1:!1. ""cT~T\\O""ot. A '"Oi1:t or:t.~. ~?~1t~e.o*~ *v"" ~"'1'%(. ~.. v. ~ oc."P. 1~"T1 CeRTl~U!O: A/'.&.~ O... Te: d"-/'Z-7~ Alf w~ rz-1*~-l....:- ~ITO FUTFJ>.Ui. Rllill.I C ~goo ~OU \\,/ t.8 1-.AYNE ~ 10WLR PUMP CO. D1t-1e1<1s101JA1... DeT""-~

  • FU'fx.u:.!>1!.<Vlc:t:. !:1..kTRk: t. dib c...(~}

FIG. 2.

( .~ <( i ( Seismic Qu&lifieation Sur:imary of Equipment I. Plant Nat:11?: f s-4,.!AA.l.... c::.:.LA.C:. ~'.-..)£;;.Al,.IJ"; _Sr,;;7,~ 1.. Vtility: 'fu151.1c. s*cii?.l/ICC: t:.".:..t:.c:..72.JC... ~ c;jA.:. Cc r ~=. . VWR j

2. !ill,:
laYR
3. ~ ~-

fsEcl5 II. Component Nao* I Lv*f/r Swrtc If I Model ....,---~-,4----------------------------------------------~

1.

Number .c; - / 80 Qu.antit<r..: .2. Vendor AlA/'tCC>

4.

Location: Build~~;: _ _:::~=* =~::.....?J~;4J.../..1t'.6)~LH.....__~6 ... A.J~~L./ (In Plan_t) Elevation: VA "R-1 CHJ.S .s. Natural Frequencies in Each Direction: NCJ-<.Jc UtE7cC.lc k)

6.

Functional

Description:

7.

Pertinent P.eference Desibn Speci.ficatioi::.s: ~--------~----~~- III. Is Equi~ent Available for Inspection 1.n the Plant:[v)' Yes [ l No Comments:

  • ~-...

I -<c (-

  • iv. Seismic Qu!lificatiou Method:

'l'aat: Aulyd.a: ---- "Combination of Test and Analyaia: ___ _ Y.,Seismic Input:

1. &equired Reaponse Spectra (attach the gt"aphs):

~-----

lequired

2. Acceleration in each Direction: -----------------------------

VI. If Qualification by Test, thenCc:::plete:

1. [v'J Single "Frequency Multi-Yr,e'quetlcy
2. [~ Single Axis

[ ] Multi-Axis

3.

Frequency R..ange:* __ /_-_3_~_;/~if~----

4.

TRS enveloping RRS using Multi-Frequency Test Yes (a tuc'h 'n'..S graphs: No s.. g-level Test at ~- h 2

v. -------
6.

g-level Required ~- h 2

v. ------
7. Mounting:
1. Seismic B.eport: 1£sr hxruil...
2.

r1~1d Check:

8. Functiona.l Verification Performe.d[.A Yes [ ) No [ ] Not Applicable VII. If Qualification by Ana.lysia or by the Combination of Test :and Analysis

~hen, Coi:plete

1. >>eacription of Test including Reaults: $/AJ E.])WEtw'- / ESl...S lt.)E-2£ ?E:2-FcK...Hu Ar /#c F"REt::pLJc~cnE::s.

AAJ7:> Ar1J>L1rt.)J:>e.:s.,A)Q/cb /AJ /He. A 7TA c H x c--u'I.

(. . l <. c e ~/If

2. Method of Analyai1:

!;;'!I ( J Static Analyaia ( J Zquivaleut Static AnJLly1ia [ l Dyu4~c Analysis I ] lespouae Spectrum ( ] Time-History

3.

Model Type (each direction): -------------------

4.

Computer Codes: S. l>Alnp ing :

6.

Support Considerations: ~---------------~------~----~-----~

7. Critical Structural Ele=ents:

A. Identification

1.

Max. Deflection Location. Goyerning ~es~onse Co:~ir~:!on Seis:ic Tnt.al Stress Stress Location Effect Upon FWlctiotl.al Opera b ili :v

l :

i. *

( ( I : I I I r ( The dvell test was nin in l/3 o:taYc bands ct t.he !ollcrwinE; frequencies and vibration specifications. Frequency Hz 1.0 i.25 i.6 2.0 2.5 ~.15 4.o. 5.0 6.3 8.0 10.0 )2. 5 i6.o 20.0 25.0 ~.o. Dwell Points Vibration Specifications l ~ f ~ 4 Displacement - 12.0 inches pp. giving 9.52 g's et 4 Hz 4 < f < 10 - acceleration 9.52 Di!3placem~nt - 8.0 inches P~* Displacement 5.0 inches. :P:F. Displacem(;nt 3.0. inc!"les PP* 10 ~ f' 20 Displ~cement - 0.1~5 inches P?* b 20 ( f ( 35 - acceleration 9.52 B Displacement - 6.4-inchzs pp. The table motion \\las constrained to specific displacements as specified or as rec1uircd to produce the specified accclcr&tion. \\fave shape va~ monitored by an accelerometer mounted on the table. The

planes of vibration relative to the switch configuration arc £hO\\m in tlle follmtinG diagram and each ::n..ritch vos subjected to 54 distinct vibration tests.Q y

1 x T 1 ( ( ( e e ZJr. td1vnrd J. lVn/lcr.~ Associates Vibr11tio11 1111d S(1111td CoJtsu//1111/s P.O. BOX 171 CHESTER LAND, OHIO 44026 TELEPHONE: (216) 729-7415 Vibration Tests of Limit Control Switches NAMCO Controls ~ Acme-Cleveland Company September, 1977 Svitcb Tested Svitcb No. 32 - EA 180-11302 Vibration Tests The purpose of the test vas to dete!"!I'.ine whether cross-couplins vould cause the swi tcb to trip, and thus fa.il. The roller anc! spring vere removed and the s~itch. was vibrated iD the Y-cOit;~nent. No

failures \\.Tere observed during the test ~ro~edure.

The disJ:.lace!:len:., ma.Kil:u:i frequency, and g-loading at 'W'hich the s\\;itch was vitrated are given in the following table: Displacen:ent Frequency Acceleration inches pp in Hz g's 12.1 4.5 i;.6 12.6 10.1 5.0 7.9 5.5 12.0 6.3 6.5 i;.4 5.0 6.7 11.6 4.o 7.2 10.6 3.1 10.5 17.5 2.5 12°5 19.8 2.0 14.o 19.8 1.6 16.o ~0.3 0.5 21.0 11.0 o.4 22.0 9.6 Test results indicate that foilure due to cross-couplinc in the Y-componcnt did not occur * . -:A:rt"!r<<,Q \\YI Jt !t:w DR~ EIJWMD J. 'W~!..:R AHD A.SSOCIA'l'BS October 5, 1977. Page 12 of 13 (B)

e *

  • .
  • e *.*.
  • ZJ1: ttf11'11r1I [/. TV 11/! rr.E.;f ssf1ri11/cs
  • lli/Jr11lit711 1111d St111J1d Co11s11//n11/s P.O. DOX 171 CHESTER LANO, OHIO 4402G TELEPHONE: (21Cl 72~-7~1~

Vibrntion Tests of Limit Control S'w'itchcs N.n:co Controls

  • /IJl Acrue-Clcvcland Company
  • Novcm'l>er 1977

( swrrc1:r:s T!STED s.... *1tch l~o. 59, EA 180-11302 Switch No. 61, EA 180-1132

  • VI:Dn.t.TIO!i TESTS

~be s-..*i tchcs were subjected to the folloiiinc tests: I - Fl"asility Test Frequency Hz Vibration Specifications Dizplnc~mcn~ - 12.1 ir.chez P? civir.e 9.52 g's scccl~r~ti=~ n t 4 Hz. l.O i.25 l.6 2.0 2.5 3.15 ~. ( ll.O 5.0 6.3 ~.o 10.0 J2. 5* iG.o 20.0 25.0 '2*0 ~ccclcration 9.52 or c~cater Picplacr.mcnt - 8.o inches :P? Di~plC1cC:11}s:nt. - 5.Ci inches ~;i Djcplocc:rncnt. - 3.0 jnclics 'PP DicplEtccrncnt. - 2.O inches J'lP D1splaccrnc.;;1t - 0.115 inchc::; :pp oo ol>ovc .ns above DScpluccmcnt - o.~o inclJC'S :pp £1Vin~ occclcration 9.~2 £ 1S or £,T<:u 1..cr.

  • Thie avitch vos ~anufoctured to a bill or materials corrcSJ>Pnd1ng to ~odcl EA-l80-i.i302
  • Page 1 of 2 (C)

_1t** ((_ . ( i c Sei1mic qualification Summary of Equipment.

l. Plant Nace: [sA.c.l:/-rN""c::"'"'..:. {;jc...;£;;:.A*,~t?.Srt117,&>N
1. Utility: fyBt.1c:. Sc12v1c.c Ct-C.c.7::C.1c. ~ c:.:;,,.~ Cc r
2. ~:

IYR ----

3..!:!.:.

.2. Vendor

3. Physical Description--------------------
4.

Location: Buildinb: Co...u rA.1.AJ.He,e)r (In Plant) Eleva :ion: _v/.~A'--=E.=-lwO.::;..oiO~,S""'---------------- .5. Natural Frequencies io Each Direction: ___________ _

6.

Fuoctional

Description:

G& Ti?~<. ~:J2,/0g J..u121c:.AT"t"<&<-

7.

Pertinent Reference Desigo Specifications: ----------- 111

  • ls Equipn:ent Available for Inspection in the l'lant: ~Yes [ ]

No

i . :( li. n. Seismic Qu.dif1cat1on Method: Teat: AD&lyaia: ------ Combination of Teat and Analysia:. ------ 'V. Seismic lnput:

1. acquired l.esponse Spe:tra (attach tbe graphs): AzrA= Ctl~ LJ lequired

,, \\ j A

2. Acceleration in each Direction:

A.I n --~.,--......_ ______________ ~ VI. lf Qualification by Test, thenC0t:i~lete:

1. [ ] Single l'requency cJi Multi-frequency
2. [ ] Sing_le Axis

- cJ1 Multi-Axis

3. Frequency ltJlnge:

I -$"'4 )./ (!

4.

TR.S enveloping RRS using Mul:i-P'requeocy Test £1-J Yes (attach ~~ graphs No ( ] s.. !-level Test at ~- h2 ----- v.. ---- g-level Required

11. -

b2 ----- v.. ----

7. Mounti-cg:
1. Seismic l.eport:
2. Field Check:
8. Functional Verification Performed{.!) ~es ( ] No { ] Not Applicable VII. lf Qualification by A.oa.lysia er by the Combination of Test and Analysis

~hen. Complete

1. JSeacription of Teat including ReaUl.ts: /J JA

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

'c ( c -:s-

2. Method of AD&lyaia:

/\\) J /t I J St&tic Analyaia [ ] !quivalent Static AnalY*i* [ l l)yu4mic Analysis I 1 aesponse Spectrum. I ] Tilne-Ristory

3. Model Type (each direction): -------------------

S. Damping: ---------------------------------

6.

Support Considerations: ~-------------------------~

7. Critical Structural :tle:nents:

A. Identification Location J. Max. Deflection Governing Seiscic Tntal Res~onse Co:bina.tion Stress Stress Location !ff ect Upon functional Operabilit-v Stre Allo*.;a

  • r ACCEPTABLE SSE lf::STINGHOUSE PROPRIETARY CLASS 2 I N P U T A

(SSE) b, c tnput tape channel number 1 2 3 4 5 6 7 89 10 11 12 14 I I I I I I I ~I: 1-:=- .. "j. - - ................ -+-..... -*-.-.. * --* ._............. +........ -+----+~ ~ t ---~~--. .-+-*~ ~--... r: ' - *- -t-*+-----.*-- --* 1--+---r--+-.--+---------i---- --- ~- -**

      • ~-

~-=:-: -:.:~ *--*::::._.. ~ =i=_--

  • -. ::::- -.. *-: ---==-*-

i.:.= ,................. +-..... --+----+-.-~4-+. .:: ~~~ ~~-::~-~~~=~: 7~:: . ::=t==:t:::.:i.: ~-* --1-r-"'i' - -- ::=:.::.- -H-

=~~~::~:~~-...
  • ~ --4-t.... _ --.......... _.... "".:_..-,..1-1-...... -_ -.., --"',ti------_-+,..-_ ---_+-,,_-_-_++--.--II-*-_-+,..-_...... ----------.__ ---_i-.. -_ -----_-,..'"'1."'-"'-"'-"'1=---_-_.... -_ "'--_.-,_..

_t-,,_-.. -:... *-t---+-<r--+--+----..... --..... --.--+--- !---' ~ ~ }- ilH t 1 1 I * \\

  • I_

1 '-' -+--

  • --~*.::~t.::,~:~t.:t:t:::;:::~~::.:*:~t.:::;:::t:::::;:::"': ~ :: _-* -:-...__L

~ -I--l-+---t--t--+-..... -+-4-.---1----t-<-..+--t-*-.-*- ~ I I I . ' I I I ~l-'......... +---+--~-~-+-*.... -~--;..+--~*-..-1~*"" *~,._. I -*-+...--+--+--t-<-----+-'--+--**'---------*- - - sa ~==~l~O~-~o~*~-~-~~~~--~-~~~~-~~~-~~~~-~-~~ 1 ~*~~~~~~-*~:~~~l'.s...~.1<~*~-._~.~~~~~~~-~ 1 ~~~~~~~~~~~~~~~~~~~~~~~~t I ~

t.

- -i ..1-:t

  • ~
  • -1*. ~. i* -* l'-1*

~ 7 I Q r ~ -f+-+----+---i*--1'1..~.-"; I I* \\ r...... !:.....-- --~ -- I I -~===

~-'jt--

~'t. -~-r:7'~:~.:~~--j_:__;;;_t:~~ r.::._:_~.~: z 0 -i Lt.I _, c.> c.J t ~

  • ~r--+---+---+---t--+--+--+-..,_ ____,.._ __.,_+---1

=-~=---

  • I
- - -..i...-_ _,,___..,_-+_~_,_ I

=t=. -...-~ ~-~~-;.:t-:~~~}:

  • -* ~-..--~
  • -~-+

/

  • 1 I I

I ~!4:+::.:t~~-+*:,*+.:.:.:zit:.::i..:.~-1~*t:::~:::t::+::it.,_.:i_:.1,~,;~~~;,~:;::t:::::t:t;::::::;t.::;;t:;~~~==:t:::::t:~f:;::t::+:::t:::::::::~l::::::~::::::t::::i:z~::t::::::t.::::t:::1:::::t::::t: t I 11 I: 't "~~

  • * *
  • 1.,

~rr ~,-.--+---+--+-+--;*--+-1'---t1...,.* """'t:,.~.,,.--r;-....,..,..,.,....,,....... -,....,..,... ++......,__"'-1...__,,.......__+-+----...,r---...,.._-.,__+-,--+--.---=: _ ......... -+- 1.0 1111****1 I .....!.I ,1 I I

  • ---**~

1.1----M,-, ~* -.. ~** n--*... ~*.. r:... ,.. :_~.* :.:*

... =.

.- ~ - : :~I:::.:.: :;~J-::: ~ -:--:-r-::: -~- ~* . --*-t *--*.,.. -*

    • ~

~ ~~*- -'*-* - ~ 1-

  • -*-1~

...... ~*~ 1:~=,==I=-:=--- .-....i.- *** ~ -- ~=L-=~ :~~L:=I~~=~ .:::._-= *- :.:::,;::.:

**- -* *-t-

        • _,._ *- t-

) ' I. I .,.. *-*1~ I

  • -* -~-
  • , * '20 J

1 a t 100. 1.0 10.0 FREQUENCY (HZ) Potftion 't -*----***= Run :ro Control Act1ler011eter

.. r-: I.-~'----.. *** -iilirtollG&1.1"11' iiliio1t;:;W111i0?i@illll'r.iiflili')i111Glili*rl"-11111***-------*--~ ACCEPTABLE SSE WESTINGHOUSE PROPRIETARY Ct.ASS 2 C. I N p u T. B (SSE) b,c input tape channel number 1 2 3 4 5 6 7 8 9 10 11.12 13 14 I I I II I II I I I '= i~:-~ 1 ~0()~~*~~~-i~~--~*~*~-z-~--~-:-~--~-~-~-~~-~~~~---~~-!~-~~-----~~~~-~-~-~-~--~*r,*:::~~::~~~~~f-:*:::::~::---~~~~.... ~~:j~~-~-~~~~~~~.:.__,~-~~:::::.~*~~~*... ~:-:-~,~~~:::::--~~..,.._*~-

  • ~........_-*--*-*I-** ---

_,__ --**-~--*--*---!--** -- *- __,_.,_ - .... ~ -.. _..1 1 I -'-+--

  • ~-

I I I JO 10.0 .. ::.r= ........ *-~-~- -** -i.- ---t-**

  • -1--*- --~--*
. "
' ~~.::.:.;.: :. :
..~. --

'§*":.:.;:: ~:: **-;=.: i.-- ---j-**'-*. +---

~* *:-. : -~.1*

.. --....:::.:::v

  • .::::t=:: =-+:.

1-~ -.--~-1---;--..---. 1-- *-*. :..-~- ~+- -- -~=~= ----+---+*----::

  • ---~--

-t -~ -.... :: :--;:--:-: +---+-*-1....--i-+--t-------i-*-..... ---+--t-'-- ~ J---i-*** I -

  • I I I,
  • II I

":.:::f=,- -===

-.t.

I . i.::..."':1*--_,.-----.--~--+---,___._. "t:=.:-=*-=-__,=*=t:=4.

~

  • =--~.__.__, ____.. __
  • "L.!--;-1-- -.- \\i;....,...-----;>

1 *_-..... ~ .... 1-----1-----1---t-----+---r--t--t--1--------...... ---1--~--t----r.,(*-t--+--+--+--+-6---~l-"'-*------+-~,------t---~*.. *-*-*- ~-~-------+--,f---t--t--i-l--l-----;---+---+--*t--~:~:*'--i--,-t..... -+---+-~t---~'-... *----i---~~,,..r--.;---~------ --*- Git Cl'I - .:."i'>*';-~ -'J!.*:...:~---=----.. --.:.. '!-.;4~~~1* -*:.~=---::~:~::--:~ .-=-~*- **-**--... ------ --=-- ~.. -- *-~::.:::.! ~ \\-~*-113 --=:*~* F*__; ..,~ ---l _1-::q:

1

=t-= I--.,,..-~"" ** **'>- *.. . -r-1 --t **--**--f.--; i--T-.a---+,- "v *

  • 1~-*~

~.;..: 1--..... -+---+---+--+*-..... -+--~-1------- - I f ~:: ~=~ :** -* ~_:: ~~ ~.l*.::-~.1.~==-~~~1t:*=-:::::~:..=::.:::.".":;t..:--:..~~~*.:: = -::; -- C -..*..*. I... * * *.*. *- *.. * *

  • ii l-****...
  • 0 1:7'.:............. *
  • I * - ---"'-
  • ~-:.::

!::t;....:- - --: *f'-**- - ---+ :."--t-

    • -I--.-- -

--....,....... -* -~-~ "#. ::..:: ::: :-:. ~ :- -::::=_~ ~ = r~-=~-~== ~:: :::: =~ :. : 2

  • I=-,- -
  • -=.~:: ~ **-,;: + =

= ~,':= * --'==. :::.:.~==-~ ~ ---~-*,_ **** **-

    • I~.. :i:===::t:=::*.~-**:-- --* -- -*

II-+--~+---.. - --*--*- -- *--i.-- - .... ~--- 1- ---- --* - *- -.. -- - f.. - --= -**.... -.g*- --- -*--- ~1.:- I.

.:t:~ *--*

t.o 10.0 FIEQUEHCY (HZ) Control Acceleroaaeter 1 i : ... f - I**.. ':J

1..:.. +i
    • I-

-I~

i t ' I* i i l

  • ~

~.-..------* *---*-

i C(_ -fc. 0 (... i, e.* e Se!S11ic Qualification Summary of Equipment I. Plant Name: [ 54,""1 A}.;.1c:L&..f..:. ~~

      • u; ;;:.Ar,~'?.SrAT,OAJ

. J

1. Vtility: Jj.,SLIC Sc2111cl! C-L£c..7'21<.. ~~A~ Co-I:z:e!.:

?WR ./_

2.

NSSS: WE. sr1.,,;t>; r/D"s' mm ---

3.

A-'E: f:fi1i!ftf4 f s c ~ !2 II. Component Name [ ~ c..s.s µ i. e T :eA M:sH l'JT c /<__. I Hodel Ji '7

1. Humber6 -:)

Quantity.: .2. Vendor &12.To-<l.

3. Physical Description ---------------------

Ji;?/f: ~. Location: Building: -=~ (ln Plant) Elev~tion: _\\/ ... A- ........ l?......_... IQ-....t..?......,.,S..__ ___________ _ .S. iltatural Frequencies in Each Direction: ---------------

6. :Functional

Description:

Co4T8oe, A,,a.;;p/O:& hJytc;4,-;.*<?~.

1.

?er~inent Reference Design Specifications: --------~-------- Ill. la Iguip:ent Available for InsEection in the Plant:{'I') Yes I ] No O:>mment:i: /.

............... -........,_...._-..1--__..,....--,--------'----'--*--)--.---------- ~c-(; ( . u. kinic Qu.alificatiml Method: T*at: J AD.&17*1*: ---- Comb1nat1011 of Test and Analyaim: ___ _ Y. f.Seinic input:

a. ?1.Gquird ~oposue Spectra (attach tbe St"::ipho): A171+ Cele LJ

&equired ,., j A

2. Acceleration ill each 1>1rectio11:

""' '7

~*----------------------

'fl. If qualification by T~st, thenComplete: 1.l J S1Dgle1"r~quency [~ Multi-?requency 2.. ( ] Single Axis [Ji Multi-A:da .so

3. Frequ11tncy :Range:

I -... :ilJP H(J

4. D.S enveloping llS using Multi-?requency Test T~s (attach '1'!S graphs No V* ----

!. * :-level Test at

6.

g-lll!'Vt!l Raquired ~-- ~9-- ~.. __ v - ----

1. Homi c:S.:s:
1. Seismic J.eport:.
  • Yeg71cA-L ~/E:..sr hxruK..e
2. Piald Check:

I. Functional. Verification Performed(~ Yes [ ] No ( ] Not Applicable VII. If Qualification by Analyeis or b7 the Combi.D4ticn of Test and Analy~is then, Complete

l. !)eacription of Teet iDclucU.n1 'Re*ults: ~J"'"... 'tf ________ _

/'.

c

re_,

e t+ l.~, e:..: 1 ______........ ____________.......:.:.;,__:_ ______.... -- -... 2. Method of A=lyi.d.a: A) J ~ I J Static ~lysio ( ] ZquiVAlent Static AnAl.ysis ( 1 Dyntl:dc.iU:!.aly~i~ i J l\\11apont.le Spectrum [ J T~e-:Biatory 3.* Model TJpe (uch dir~ction): ------------------

4. Computer Codes:

~-----------------

S~ Damping: ----------------------------------------------

6. SUpport Considerations: ----------------------------
1. CriticAl Structural Elements:

Governing Sei:rmic Tnt.al Sue A. Identification Location Res~o.nse Co~bination

  • Stress Stress All~~

I. Mu. Deflection Location l!ff ect Upon Functional Operab1li~v

ACCEPTABLE SSE c:ESTINGHOUSE PROPRIETARY CLASS 2 I H P U T A (SSE) b,c input tape channel nUmber 1 2 3 4 5 6 7 8 9. 10 11 12 13 14 I I I I 11 I I DO' ~ 10(). ~.~-~.'T':'.~.-~,r..~.~--~-~..... ~~.*r.:~.~-T'.".+.. ~.~-t~-~-~-~.:T.':.-~... ~~~~~ ~~~.T':'.-~.-..1'::'._~.~.t::~-:1~~t--i-'T"""T..,..6.r~~~~-~,..~--.-..~.r..~.~-~r-,.. -.~.,~.-'-.. -.-_,....-..,.._...-,.-..-,......... - t

..........~.~*-:-_--.1-.-_-_.,."".""-T-----;-_--_-.-:-t.-.-r-_~----r-_1-_..,.. ___________ t-__ 1-__ t----t----T---+-___ ~+-_-+_-+-----... ___

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

~- -*- ------4---* -I -..... ~ ,j...__ tr--~ - -_,...µ.~-. -~--* *--- --

-
.:i::;:.: !.. ** "_...;J:: 3= :.
      • - -**. -.--. -*;****1

~--. -* *-

_=-t. :: : : :

-~-----

  • - -...-.+----, *\\ --*..... *I* -.. -* -

-~;c~ *:*~~

=:::- ~==-=-=;*n~:.: ~~~~*::v:~
..:.:: :~;:..:..=: -*,:~:-:.:...~..: :_.

£;.;f" *:==:::* ~::

.=.r.:~ j=-. _:
:. I : :..:,:.

-===i=-. *. - --1-1-~-- .... 1--:---:"' = ::

  • t*-**

--~-

    • ,___ -.. i----

.-.......-1-**

  • --~~

1-,..-~--+-........,....... -f'!,,~,- .;: ~:- 1:- ~=- --i.- -* t*--- *-

  • -~ ~

+----+-_--...::: - 1 ..+-:- IY ~ *f +-+---t--i--~,3',"'""1-1~--"'1::':11,..'t"' --tt,-,,-...,..1.--*:..o-- 6 M -.-- =-1 "/-.-.'Ji.I,/.; --1-. I

  • I Q

~- ..., - It.: *1-=r= µ-** * :.+:;;: I z E :t:: =.:""":" +---+--..... -+-~-.._........... _;;J,.. ~ ~ = :=:- w

  • I
    • l*-
    • ~

'=== -=-=*

i =r::vr-

-====.... t..=..:.= - ~:-*~I* ~ ~~~f /.~*.. ~ ~--1------ ...I -""==t=='--- Ll.I 8 +.-- -- -* *'*-~~ .--~-+----4--+--+-,~----...... ---+-'--+--+--...... -+-~'"--+-+-+~-t------.... +------4------..-.--.... +--~*---+--P--+.... ~ ..... -~--*....,---+---+--~--1--....- -, I I I rft+.- ~=t:~:~q~::.::-t~*'.::::t:::t-::t:-::~'-:t'"":.;*e~~;::~::~~~t=~===~=:t:=t:4=t:t+===:+=::;:+==t=~=f=:t==~=~:+~ 1-~

  • _-+-,~.-1--t,-+-r,+1'*'.+T,..

-i~'ri- ____ _,_ __ --t--+-~"'"'4*-+~--~~~,~-"""~~~"3!~n~*,,it-':~;..,W-.,.:iio,._ __ ~'~'t+.._+---ii---+-1l--t-+----*~l----'-*-+---*.-'--,+-----~--*i---~1--+-~+-+- 1 11 , * 'I '\\' .J

  • I I I

-~-~ 1~ 0~S~ffiE~m~~E§g~~§H§~~§~~:mm t ;, 1----1 ll \\!-.... ___...._ __ +-~ - 1----~+*- -~ ,._,,_ _____.,...._ ----*+----*- *-t--t-+-*t-t-------+--*--,.._- *-

        • ~- --.

7, -rl~*- ~~-- 5 ...... ---..*. --- - =.. I=---;--::-= S~!i =-~=t: ~ff~-=~=~=-::::-:~--*-. -.:__ :.::;:;.:;:~ ;;:: ,___ __. **-. ~~ :::: :..:.;:. -*- -** =.::..: : -"""= ~-=1= ~-;.:. --= =-* :.:. ~.: =- c ~ - :~ ~=~:=: ~~*1G-:-'"'?.: :~ --******** ::::*~'~ :-:--:: :~::...:.. ~~ ~-~~ ::!= ~- -*- ---~** *--- -- *- - - ~ - , ~.:.:.:::+.::c....._.... =:::= -...: ~--- - ~::.;t::;: +~... - -~.,. -*.. --... - --.. ~ =.,+: r--r I -*-- -- -*-i---- *-.. i- - -r--- -- -**>-* *- ---

~ -** ~~~~.:p :~~~ ~:7= -:.

~ :=-=:-::~*::: **-- **-.. -* .. f. =.-... :~:

a. *-
    • .1*

~* **- ~+

i..._

~ ~ £:. : :~!:::..:. ___ ) __ _ .. *: :......-r::: -*-~* --.. I --*~

  • --. *f* * -*
  • -*- :==::-;; ~- ~ :;~fr~::1 ~;: ~

==--= :..-=: :::q:::

  • -* ----1.-.--..... -** **- -
  • -t-

-- **-1****

  • ""'-*-:*~ --.... --*->-
  • __ -___ **...., __,.......

_,~*::::: ~ ***~..... I

  • -*1-:-:-- ---
  • -**~I--

11---+1--:- ~-.. ~ -**....... 1:;: :.~~- ::;;:::,-~,.l.~ !--*.... -** !*-* **- -**f ***.... ~ _______..__ 0 I J I 9 81 a

  • I 6

7 0 I 11 a J I 1.0 10.0 f REQUEHCY (HZ) Cofttrol Accelerometer ft.llr,........ __ -- - Pot f ti on l* ~ ............ :c Run 10 ~- 6 I 9; 100.

ACCEPTABLE SSE WESTINGHOUSE PROPRIETARY CLASS 2 (.: 1 N P U T B (SSE) 1 2 I I 100. 10 input tape channel number 12 3 4 5 6 7 8 9 10 11 I I I I I I I b,c 13 14 I I t... f -1 * ,.... I

  • t--.,..... -,_... -- *!**.. * -
  • ~

........... -*--t*--1-** - .... 1 -.***... ~- 7 * ~- -~

  • -- ~ -* -------**---1-** --
.:.:~i.:::;

~ :*: ~ - ----~-* -*-1-** -**j---1..* -- I

~..:.::,..:.;. =t::;:*==*=i= "§***:.;..;:.:,...:..;:.: **-

--* -~*

.:...:..._;::~~=~=*

I....... **~- I 1*::._. :* *- -~~-- ___._ --r-=-+. - .1_

  • - ::.r.:::

i-- lo-1---..-- i---..-. t -.... -. -.. ~- ~- ~*- -~

  • ===!- -~
    =::::*:.:2::

11--.... -+----t-----*i-*._ __ -- ~=- ---~-*::-.::~i::::t.:.:*.*( "7-.

.::: -=--=...:,..._ *
  • f::-": r:-= -

-=~r::-*-

      • -~-**

--**r- -- -- ~* ~~ ..:==i=.~- =*:j.~.; -j ~~. j~:..: :-: ; : :==.

  • ---~ ~~-

---~- -*- ~--....---- 1:::;:::::+4:::==i:==+=+===+==i:==l::=1i::::;:::;:::+:=:::::t==:::i:==::+=::t:==::+::~.:::=J~~=t::+=====::::=~r-=~*+-==-:i===~:--.=-'"l=--=--,~ I

    • ---~

JO ~ l 0. 0..!- -*-1:-~--~----t---+-*-+-+-+--1----+--+--o-*-'-'+---i.--,.--~~~~.. !-,-r+.-*,,,...,hf_'i~,,....--*.o*+---...

. -.-."', ---+-: - -
  • i=--"""'t""--._........_,

'; *"L.1 *-t-* -- - - \\.

  • ________..... __, __________ i--+--+--+-'""'"-----------* (*- t--+-+--+--+-+--~,...._ ____________. --*---*- *---'

7 -* a'I - ~ __,_-i------t-----1---------1---r--t--+,!'~+--+--t--t-t----"I~------'.. ,!--~---*------- ~ - §137- .:.~ = -~ :W:.f S=.- .* --~- -~.' r-- 1,~~1 ~ 1,..- '-<r:-1.~~--~~==~*==::r.::=t ... :----1---... -_-_-_+..,-_-_-:_-_+..,-_-_-.:.,r

  • _-_-_.... r_-_-.,r_-_.....;_-..,... '""-_+.. -_-_.,+,.. --""'---....

_:--= 1- ~;z:-~-: ~:> --r-T-1 ... --i--.... --*-+----t-----ii--~--t-.... -i--...,..-----+---+---t--+---...... *-----11---t---I--+-+----..... --..... -*..... ---+-..,,.-------------

'""1.0

-** **-**t- ,-r--t--,_,_ i--

  • *-* *- ~--

I a

    • --* f-**-*l--*l-*~*-'l-H+-'1---+-~--t- -- --*t--t--+----t---...._.....,,.__. _____ _,,_. I

.,.... -+-+--t-r-i-+-{*~~-+--- 1~*--+-----*- -1*----.

  • ==--

~~~~=-::; '-L=== :::.:: ~t ~==-=.=-.::: ~:H.-=*=..:.:;§-:--=--':.:: 1- - --===-~

  • -::~fi~;;:-=2~~;~:
  • ~

~ ~~:;:~::.. ~ ~.:~~':..=~~*~-:-:~~=<~.+~~ s~~1==-=-=-~~-::::~ =:~~~:.;;;1~1

  • ::=::.:.:.:. ::::;:_::.:::1_:: ~.::.:. -~=-==--::r=:.:.=;:.:~ -:::. *-* =-~-:i:-_..,.* ~--~**---...,--_-

__.;.._:*_::_ *_._:: __ *::__-_*--.. :1:.~_-_*-.*1. _ _..,_ --* -*-***** -**-*-*_a- ~t-

  • i.-*-.:.f=-- ~+.. -
  • 4

==;::: ~* J.:.::.. :..:.: .::;::;:1::~; :-:r:.. ;'1 -.- -=+~~ _;':':::7:-,*~-= ::::1:.::: -::.~: .:::!E.:-: ._. ___ ----......... -*-- * :_1; ****** i.-~~ ~::I:::*!** t Ii- - ~--t-- .c --~*-,....._ - -*-+--+-h.-*--+--*****-*-* t------>-*** -- -.t*-*

      • -1**(
  • -- **- _.:,,,._ --... -- -- ~-- -* -----

--~ ---+---i...-* ... *l -~ ' -i.-'9i *-*-.- --,*-* --** **** -** -

  • -* ----1-**

.*

  • 1 *~

,._ ______...... ~.._..... ____ ~._--......._...... ________ .._~ __..._ __..__.. __ ,__~L-'..... ____.._ __...__.. _______.._..... ____ __..__ l I I 4 I a J 1*9D I I I I 'It* I I I ? 1.0 10.0 10 FREQUENCY (HZ) Control Accele..-eter Position_l-' Run__..8_

c W~TINGHOUS£ PROPRIETARY C~ Z I N p* U T. 1 I 2 I c (SSE) input 3 4 I I ACCEPTABLE SSE nu=ber 10111213 I I I f 14 I b, 1 '-+--

  • -1****

_, ____ ~- -1****-.... *****-*! -*-- .., I .:*::--::f~~~~.. ~~U*::*I::=: ** *... i I J 10 =:.:.:

.-t='..:-* --*

~--....... ---............. t=.:-

  • ---.. r:.

~-..... I *1. !. ':--7... ~ . ::.:; :::: -:-. =-:-

t= -- =---.._ ___,__*-...... *-*,--::.EE::: :

I ,_..!-------*-....;i.= o-:. -- --..--~~i= I I -+--+-+-.+-...j----~,...... --+--~,-1-I-- *- '* --+-li,._-+-+-*-+--+--4 I . I I -!'-.~.......... I I I --1-"'-1-t-t-----+---*t---.;--t---t---1---+--t--+--t~,il'lt*--,.,.,.c.~- * ~--;--r-+-----i~- --+---+-~- 10.0 I ~ .~-r-

  • t---

-..!- *~.. -1'tr *- .. - - '*+* -"l--t-11-t--------t---t--i---..... --1--t--~ -5: ~----*i----t-..-*"'*----L.....-;-~ ~ -t-C7I -

t---t--1-'-

  • ......,... ~+----+--~-*-1--:-+-t'of
~--.-=--==lo--
    • ..* *-i::.. -

-..r::: ::. 1- - =~I~

  • f,-~* ~~::\\'. ai*-:J§

_.....,,_...... __...., __ i--t--+--...+--+-;--- - -t:.~----:7:-:.!:=*:i"".:~3-.. I --~ ----* 1-- 1===r1*--=::.::.* -*** _*I .k.~ _.._+-a-...,,_._... ***-+-"'*

....... -~........,__

-.J i--:.1::*~*~+: ~---..:...... -...:-.. ~~- r: +:=:.

  • -.:r-:-;

l==t=..._"_.. - _,

-~ ~ - 1.0 - *-*-* -~- ~-;---'--;.,..*. I-a,_.._ _ _, ________, ____ +---+--*-- - --,..*t--t--+--t--t---+-;-+-+** ....I. - t- -.f , r:'

~------------*---- -*~-t""" --r-1 I

I I =~ *-=- :~--:: F;:~ =.:.:.~ ~;J~'~ ~~ --=: ~!::;~_:----

§-:gg :=..:: ~~:--~.;=-ti-
  • ::;::==f.=--- 3

...:.-:..'.a.=.:..1---...

  • .>----~*----;~.::
  • i:--*;:*

i-::.**1***. *t: -1 , ~-r:=~~::~-r:-~-~-~-~: t=::J~*

  • ~*~-,~~~-~+§* §. ~-*r~-m~~-~~* ~t-i*~~-r:~1:.~-~-r' :r~1-§ 1

E*~-~--~-:~-.~~§':'"~.

  • g; l'~~::-~-:-~:r-

[*-:~-:-:§-*~*j=-~*~*~* J ~=--~* :~: E-~*-3-§-~F. 1 -§. r;~* ~~~~-~-~§*§*§*§* §-r*~*§* ~* ir;-~.r-t;. §. ~--~-'~-""'.'~-~:~~r~~-~; :r1 ~~*~t-1-~-1~~:r:-: t

~-- **-{::_...-- -

--r:::r---. -**171:- .:i ~*-- -

        • ---..... --*** -*-~-~---**,....*--to---*
.=::.:_. ~~~ ~;;~_:;:::;.~~:ff::~: :f i=-~ ~ ~-

-=:=.. ~~ ;1g;~:~.. _... --- .-:-:-=.: = ~~== =.::f:~:f :J1 7 i ~1-1;.-..-. i::t:.:...;-

.::;.::: ~.:.._; :~ :..:....: --* r.*. _:. --*,,___*

~:_; _:.. **

  • .*.-.~~i***.*... *.. *_::
- _-..:,;.:...:..,_ ;_~f::;.

.. 1 :. * :L =-:~~::::: 7:.:: /:-..: :-:::.. -

.=--:-: :.:. :

.:=:.:-:::-.:.~:: :::: :~*. -~--,._.... .:...::: ~. ::: _;:.+ ~ =~-----*-.;;.;ig.:: '* -:-- --~.., - -<1--t--- - +--+-t- - -j -;;J:~~

  • + -

,_ *+-

  • -+--+-..

-t** - --*,__

      • - I?

"- f- *- ~- -* --* -

  • - - - * *+-*-.--+--**..i*-
  • i-
  • -~**- --* -

--* -- 1** - -

  • i....... -

~-.

  • 1_*

),.------_.._*_. ... ~----.-.*.._.._...__..._ ___ ~- ...... L--m*~1--.-~-~:... ~_...*.._ _______ l._..__...... __ *... -... *.._-.._*.*_..*.*.-.... *.-.-*L*--4--.-~1-.... -..... ~----..i....

  • .*..&.~.-...l~.-***.*._---

___.._*.*.*.*._**_.._.... _._"1..,. I 2 a

  • I I

J l*t

  • I I

I ' 1 I 9 1.0 10.0 lC~ FREQUENCY (HZ) Control Accelerometer a

( --l t (: Sei1nnic qualification Summary of Equipment I. Plant ~ace: [ 5"9, ""1 A)...,c,£"A..C:. ~C"4>£ ;;:.Ar,~~ _Sr,i;.,-,OAJ J

l. Utility: 'fvsuc. Sc.12\\J ice E1..t:.c..7:21c.. c;. GA.:.. Co.

II. . III.

2. !ill.=

!WR ---- Compone~t Nace[. PR..essu?.. "liANS/'f /7Tt:;;?__ I Model

1.

Number //S-3 ..Sc~JS A Quantit;-.:. .2. Vendor Ko.s~ov.AJ"T.

3. Physical Description---------------------
4.

Location: Building: VJli2.JC>u.S __;;._..;;;;,._~~------------~ (In ~lant) Elevation: __.V:'-'A'"'~&=1.lllo~tJ=....;:..S:..-___________ _ .S. Natural Frequencies in Each Direction: "YO#&..:. Ve R. 7""1 CA'-

6.

Functional

Description:

Cc...ur;eo ~ A.u V /O;z_ /.-<..J Die.A /?a;{. )

7.

Pertinent Reference Design Specifications:

~------

Is Equipti:ent.Available for Inspection in the Plant: ifi Yes [- *] No '/2HT # J 788

t('* ( *c.!

CV.

Seismic Qu&li!ication Method: T@st: An.dy11is: ---- Combination of Test and Analysis: ---- V. Seismic Input:

l. ?tequired Response Spe:tra (attach the p-~phs): Atr 4c He.f) llequired
2.
  • Acceleration in uch Direction: ;$fC.S' ~

VI. If Qualification by Test, thenC~plete:

i. r-li
2. [~]

Single "Frequency Single Axis [ : l [ l Multi-frequency Multi-Axis

3.

Frequency Range: __ 1_-_"!...___0_...... tl_&------ ns enveloping ruts using Multi-Frequency Test rfif

  • Yes
4.

s *.

6.

3-level Test at

-level Required Mounting:

~.. 3, ~ - 3,sif

1. Seismic Report:
2. Field Check:

00_ No h2 - 3;~ h2*~ (attach '!'RS graphs) v.. v -

8. Functional Verification Performedr/J Yes [ -] No [ ] Not Applicable VII. If Qualification by Analysia or by the Combina:ion of Test and Analysis then. Complete
1. Description of.Test i.Dclud,1.ng ll**ults: nij':tJ A SW. ~";!;'ff' wru-1+rfw' ~~re~

. *l:o wf"":~' ~ 1U17J d "'i ~~ 3-3-~' 4~~~~~~ .l/() jf(j J ~"'-~ ~ ~~ ~ ~.

  • a::f:o/orlJ-

/.

.. ~ ~(: (*c* 2. Method of Analyaia: 4/A- ~,: [ ] Equivalent Static Anal.y*i* [ 1 l)yc4mic Analysis ( J Static Analysis I ) Response Spectrum [ ) Time-History 3.* Model Type (each direction):-------------------

4. Computer Codes:

~-------------

6.

Support Considerations:-----------------------

7. Critical Structural Elements:

Governing Seismic Tntal Stret A. Identification Location Response Co~bination Stress Stress Alleva: I. Max. Deflection Location Effect Upon Functional Operabilitv

,,.~ f'J i

  • II

..... I/' ,1 I Plotted by: .]/;;.:.~~~,.....,.: *. -~ checked by: */*V-f ~.. "': z (', 'Test Item:. {7A'&;.,;:i$_HKtr, ~~,.~./.~.. *........ Serial Numbcr(s): '70 $" C(' I'......... Unit: Operational 1rJ 5 6 7 891 z Non-operational D J 4 567091 1 I~,,.

lo Z

J 4 S G 7 B 9 I Z l 4 5 6 7 8 9 I 2 4 5 6 7 8 !I I

~

i-~ =---+--'-;...._...L....,,.._'

_
+-*-*.... *,_.. _.,_,_

..,.~_* ~r::- -:Jl -~ *~ =~- =: ::11i ?J~ ~~1=~.-~.,.~~-.--==:..,,...~.~-.,.,.--,-.~..-.,...=,...._~_--_.... _...... _:=_-_..---V-i-b-ra-t-io_n_A-xi_s_: ---.-U-'£/:.---~-. /-. -.----. '-60 7 ~~ ~;.;..: ~ r- ~- -

  • j
1.

I i- ' I 6 .*:..., __ --==-:~- --.. -~ -: :r t='.t~- -~ -. :.. =~ 5~~~-+-~-~ ~, - 41-o---t-*-*_.+-"-"._' -+->-+-t--*t-1-1-++--......+-*-*-i*,_.._-t---l -t--+--t---t-or+--+----i-l ~-- :-- ~--....,... ,, __,, ---*... ~~.J~ ~:=:.. + .... t--:..-..;.~--~"'-'_"-f' _"*--+--"-!' i--,- Test Condition D Unfiltered Fl -;._Hi!- F2./..<>... He- ... :$.c..~vt:. 7... ~ Fillered Bw I .<" ) to -50

  • ~*

/(., Bw ./ 4.. to ~ O. ) -- z ~~:.-:* ~:-r-.. * *-* -,---- -I~--*'-~~-'.....,_*-**°--....

~;-:-r::~

-+

  • I.

!:i:j! :>;. I*:.::: .ii:1::::::::::.:.-:. ::. :.... : :_lll::L.. :.*. 7.-: ~-:-: :]_,_..... ~ *- *-- - t-+-----J-* -:--:--1-- - -* *-* - *--.

: ;. : ~ ~- _:_ -+ _:_...:.. ::-
...
...,~.:..:. :..:1...:.....:: --.... :..,_ - _:__ I.. _:_' --*.:___ *-:1..:..... _.,_

I ; >:... :. :. ! 1

  • f-1.. +~-* ~* _.,i _ *.;.......~-+--1--1-.+-.--J...-+--l--1--1-+-*-*_*_*-h-~ ~*-*I-~~ ~

J-+_",-* t-+-t-ir+-t-;_i_!_J-+-l _'. :_: 1-:_: :_:l,..* 0 -t--+-. -t--t--.. -i- -

~ : < i.

-40

....:. :__ *-- I-= r--*1-~ -

- -- _},..-.~::::!:":=~~:::~:.::-:*~-=---= :.= ~--~--+--+-----~-~*:::=~::_+_-,_-i~t* ~=. --*-......... ::::::::,t-_-:_:--~......:_-:1-_:_-:_~*.:_-:,_'"".... -*.:_--+t--:_-:[: .~----_*.... :::::::::::... t-:_-...

  • t-_-....... _-:._-:_-_._+-:

~--+-~-...........

~ ~ 1 7 I f_, _ _,,__,_,_._,_..,__ _ _,._~...... _._,._,_,__+--+-+-<1-t--+---.-.1--+-_,~,___,>-t--r--+-+-<--t-t 1 ~*. !I . K. : 4 . : i. I

I.

I -~-t-11-.-,-.-i. --r-t-,*t-+- ~ _,;;::,-+~~---,,_....,... --+-+....,*-+----t*--"t--1-+-+-+--~-+--t--+-l-+-+__,f--t--f-f-+--i--~-+-4----l--lt--i-+-l~t--1--1-+-~- l~~~:~~- * -*"*"""- ~-.-.. ~--~... r --;~~1!-~-~----t----_-1-___ t-_+-~~~:~.~~~l---+~--t----i'--*+~-*-~t-~-*-+*--t-lr+:~~~~~~~*----t---+---+--~---_*+----+--*+-~-t---H--~ z ~!:. : >

1--+ ~ - ---

--(({-- -- -- - . i: _f_-__ -j- ~ -- __,, -"'->-c-'-- -t--<1-+-+--.. -+--- -- ---.. _,__.____,_, ___ -

  • < * *.. * *-_*:.r.. :.. L. :

.. t I . : : r ~ 1,--t*--: _* 't-*--+-T-t-'t-t-'.-:_:_1 +-: ~_:_:J r~--t*-* --1: 1-*--t---+--+-+-t--t-+-t-*-*_. '_, j_._: _: '-;t._ __ ..---+---J--t---+--t-+-+-r-,f--:_: _i --1~ f-.!_: _: :.._: :_~ *t--.. +' -+-1--4--lf-.-i-+4-t--! _i _: _: +-:_:_! _.* -+--1--1--t--4--J-~+-l-I *-20 lt-*--t--+-~-+--1-t---l--t--+-+-tH---t---~'~1--1--t-t---<>~t_,t-t-+-*---+~~l:-t--*r--t-t--+-+-t-+-t-----1-- +--~-+-l-f--+-f--jl-t--t---+----t-1--11-+-~-+-f--l-I-8 I

t:---+--,-+--t--t---t---+-+-+-t-~-f-~

..,~-+--t---t-t-'-;--+-+-+-1-+-,-_.:.-t--'-lfc-'-+--~+-+--+,.+-+-+-f-f---t-~-f-'-,+--+.-+-+-'-+-4-+-+-+-1---,+--+--+--+-'--l---+-4-l--l-+-l sr.-~-t---t--t--t-~-t--t-t-t~+-i-'-:-1~:--'-t--+--+-+-+--t-t-t-+-Hf-'---+.__;...~--+-+-+-+--t--'l-l-+-+-~-'--+--l---L.-4~-+-1~;_;f-+-++--'--+~-+--4-1i--l-+-'-~~f-+-!-l

i.*

I 4i-..---~-~-+-t--+-t--j-+--t-+-t-+-+-. -+--t-+-+-+~t--~-+--+--1-1-1-~'-+--+--lf--l-+--l-~-*~*-+'-'-*-+--+--+-'----i----lf--J--<~-++---~--l--+-l-+-+--lf--'-<~-+-I J I-~

  • --'-'+...;-._;.-~-:

1 -=..'=.:-~:__J_,1 __ -l,__*--+--...

  • _*.._-1-l- ~1- -~

1--- - - ~ ____ -+-_-t-_+_ -!-t----+---f: *-~ .. -* +-- ~~ = --11-~-t* --+:::=* =' =: =*===~~==::::--+"_*-+_-+_--l_f-_-+,...-+-1--1--::=====~-:-l---+t---t-+_-+_----_-'-'-_,_4-*-i* '.-+-i-'- -10 1 ~--* . (_ -'- *-. __, __ ---* -- --1-*+-iH----'--'-t-"-*- ~~,.: 1-- _:_ _ ~ - -

  • - -.- ~-7:- '-~ - - -*--ll-++-t I
    I

. I:: Zl----+-.-,-.+--+--+-+-t---+-*-+-t-+-t---t--+--1--'--+-.,_-+----+--+--+-+-t--~-t-~*t--t--~-_J,_.._,__,_~*-+~--~*---+-__.-,___,>--+~+--t-+-+-+....,_-___. _ _,_-+-t--t--+--+-'-+-+-t--t

!i
;. ! 1*:.;:

~ t--'--* r-' '"t--t---i--~-1--1---* - -+-**-' ~*.-' *... ~- ~- --- ~. ~ ~ *- *- - - -Y-- ~-: ~..:.. ~-r- ~,_:_._ -- -- -*-+---.-..~f--t--t--t--t- ~ t-t-I. *I 1: :: ::::

'i I T:

1*

: I *:*

I ;,: ' . I i I;!, I..,*...

:,. i ".

~'-1-_:_:~,_..-~~~-*'-*~~~~~;~i-i~i~!_:i_;~:~ii~:~i;_ 1 .~::_.~_**_:.~:_::~,_***~~-'---;~l~1~:-~_R~B-Q_~~~. ~.. I Ii~ !!:i ;iii~::*

j :........,,

10 Pickup Serial Number: .. ::>;' L/... Pickup Sensitivity: /t/V. Pickup Location: Cor-1 ! Sweep Speed: /. 0 Pickup Scn~ing Axis: b Live O Tape 100 200 mv peak g peak oct/minute Job Number:... /"l>/?S./. Date: Time: ,~,P'1~7.17. l351 I ..* :1..*. 0 0

a.

CT ' a. n.,..

0.

n 0 ii1 ~

r z c

3 CT ~

li"P.>4@1+. widwu'h.. j* ** 1.,, ~r-,'A~., .. i'~#ft#"fca¥1ti9 Plotted by:.t~L... ~~:.!?.. -::'....................... 'Test ltem:~i't:_.?~........ !~~</V ~....... '... Serial Number(s):..... /..:J//!(/.... :... Checked by:.......;/.. ~ I~..-. "'.".> Z J 41 5 a 7 11 9 I Z J 4 S 6 1 II 9 1 z Unit: 5 6 1 II 9 I ] Operational 2f 5 6 1 II !I I ~ I I *._.. +.->-+-l>-1-4..µ.W-J.~#>'!;'4 ;;;"!' ~"*+-M-~-J.:..+-i--h...J...;'...:.'~.;..., ""'-.-...* I I T Tl *o" il

  • l.

"I* ,,.._,._.,,....._,:**--....-.--r~ i- .*..,_..,__i,-.+--.--11--1-1-*. 1-l-'-++++"¥,..r-+'1i;c.:..+-"+-, -i. f......;-1 I

.
-i-+-+-*~*-;;-.'-+---1-HO'+;'

1.Ji*..,.......-+-+-;...;-+"-o.+-.+--l-if 4-....... -'---l--'-~-l-~~-4--l I * : Vibration Axi1: Non-operational O ] 5 6 1 11 9 I .......!/5....................... 7 _.,....,.-+...__H-........ -'""i-'"*"'*:_.' *,_.. +"...... -'--+-f-+--'-t-' -T!-'-'-'-:+-.'--'-' '""': :,....: i.:.";.:..i*+*...... ~*1-*~* :...,* i-'"4-l-'-1-44--+--~'-*.-'-,~-I-'-'-' ~-1~-+:--+--l-l-+--Ti-i!_.:-;:+-' ""i i._'+i-!r': :~'"4-f~:-T;~i. a ....... i Pi:,,:* i:; i... ::;, i.., T C d' I f(~..-*~,~y ~~~~*.-;._~_1~ .. ~ .* ~,;~.. ~.I~.. ~:,~,,~~~~-+~~~ .... -.~~~~~~.~~t-~-1-~~~~1~ ~~*~~t-~~~-++;~~-T 1 +!~i!H:~i~.~.. ~~~~.~. est on rt on..... ~~-~...................... I -'"-!--'-+-+--+-+.+ _.*...:*...:*...:*.+--+-~"-'-+i--"+.,-i'-1-+-I-+...:.,...:.;~.-Tl+;.~~'-1-.:..+.:..+~'-4 -60 4

i ! :..
~: 1 1:*:

.. O Unfiltered J "-'-;-"""+-*'"-I"-. I.~:.. -~ _., :i....:_...:::

  • . i Fl.?.. Hll F2 /0. He-M' Filtered Bw ( 1...... to s-

.r *-

  • 10.) -50 I
1-~ *-*-- ~-..;. *- *-

.+...--':--':--':~:;..;--l""~;.::;~:;_;*,~."'*;~*..+.!'--J--J-.--1

  • '*I

. ':I

J
...*.
  • I
    • 1,...

'*I _________,._ ~ -- __.__, -+-~-1-~-+--+-~---+--+-I--._.. - -**->--~-+-~-* I 111, 1*: 7

: i I ii I:
  • 11 1**1

' I*

  • 1;.
! ~ ' ' I I I 11!;
  • I I'.

111' *'*

I: I ;jj'...

'I

  • 'i"
  • I: I ii ii ::1.:..

.;i'. !. '-'---'""'"-"'"-' -~~ - ~- --- - ~ i I ! '. : : '* : I. ! " :., ; I... I.' I I' j I 1 I I ~

: 1; ;j:

Bw C.//; to V.6 ) --

  • ~--------*._:_ 1.-._... -

.., : I Ii.

, ; I I
:'.

l: !... 40 =1f* ... I .1.1 *1*; ! : I: I ',I.. '

: ii i,1': ;,

.. j I **I.;.. ',.: Ii: i I ! ~ ; I ~ I I 1 I ; I I

; i; '. ~
. ~

1 i I.

  • I 1* v

_ A l I :. I

  • I *. 11 !

i 'I: -20

  • r-+---+--t---t-1-1J-t-i-~--t--t-irt--'-+--f1t---t--+-+-t---1t--+-+-1-t-+-;__....... t---1f.--f-....f--i--l-----t~*l--~-+-l---;-~l-....-t--.,+--f-*+-+---+--l--l-l--+-+-l-'~

1~+-;__..__W--l--+-+-_..j~i_.1-1f.-i~

  • t---t--t---1r--t-t-1r----t--t--t-+-t-t-~-t-~6*+-t-+-+-+--+-+-+-+-+-+----+--+~1--+-+-l---l--+-+-+-~H-.;---4-~4-~-l--l--l~+--+--+-~~-._;-f-'"-~-+~~-+~i-.i-.i-1-i~

1t----:-t-:-+--+:-+-t--1t--t-t-t-t-t-t-~-+1-'t-+-+--1H--+-l--+-+-+-f-l.;~:---1-;-i..+--+--+--+--1-'-~1-J.-+-i-i-.:.....;__;*~*+-.:..t.:--i...:..i......+---1-~.+--1-+...w~~~1--..J-.--!--4-~.......... 1-1-1-..uu a.... ,I I.. .: l

~i:::

'!Ii .f

!,: ::!1
: j:.... :T I

~; J ,*~:_*+-~* -*t--t-'--t-f--t-~1--t-t-l-t-t-+-,-~t-'!.--*~:~ .. ~*~--*~-:-+-4"-*:~==~=~~~~~~,=~: ~* ;~~:::~!:~=,:~,:~~~~~~~=*=*:=~~~=1=~1~~~*=*~=~~~*=*=.. :~1=1~~~~~=~=~~l-J-.:I-~ 10

I.*.*':*.

,~ I ' .................. -+-~*.--* --+-'-l-*+-'-~*.;..* -+*-1-*-l-~-.+ I * : :

  • i.: !..*.: ;.. : : :.. *:
  • 1'
i i r 1* I, ;..
  • 2.~::-!:.....

. i !...... ~!:~ i;;: ::.........

-!.! ;.
::. :*1:: :.

.:.:*:i....

,1i 1!.. :!:*1::,.. *.*,.*.....,..

1-:11 !/;::::.... j"! 1.. *1.:: -1 ' *

  • I i

ii 11 '*I : :. :,,: *.'*,'*.*:.

    • I 1 '*I*" 1,
  • ,.i, *11
  • '? j Jti*J j ~jj !;i>::'.-: *:*;;ii :::
  • I lJj I l i; lilli ~+;
--1;;'"
:*.+-,---;*::*r~-::1--.1*:+,....... -+-!-'I+,l-1 i l~:~~:**~--h+J~ Nt:~!r ra.,....

!. I! j j j !... (i"""'!i+-ii-i: 1 i.-::..... :::+* '.-ii+: :- 1 1

. *-1-*

Pickup Serial Numh.!r: Pickup Location:.. Pickup Sensing Axis: 1 10 ...... ';A 'I(_/................................... c,IV~ Pickup Sensitivity: Sweep Sptcd: 'G Live 100 I r/'D /. () 200 mv pellk ...... g pealG ocl/minutc '!.ij.! ;ii::~;:,::....... ;p... -::.:... ~ ,_;, I 1,1. ji I;,........ :.

  • 1*:.;..,.:........

1-1 !1 0 0

a.

0-0: ft n "' Ir I.. I I r I t

Pickup Serio;! Number:.......... ~.1.t....................... Pickup Locu.tlon: c h./ -r ..... ~... 0.............1............................. Pickup Sensing Axis: r-J o R. ?..... c..l.0.... (") '*==ere DAYTON' T. BRO'-VlV INL*. 0 "-., Tntl19fl LdolWttHln S II 7 II 9 I z 4 5 6 7 8 9 I 2 10 100 200 Pickup s~nsltivily: mv peak / ct.P.. ~.:Q............ g peak Sweep Speed: .......l1..P...... oct/c:inute ['.)""Live O Tape

0.

"Test Item:.Pl.f:..$.. S.. Y..~... f.."........... T.!.!.:..... ::.~1.. Serial Number(*):... :9.0... 'J..'J..$............................. Unit: Operational ~ 4 5 6 7 II !ii I O Unfiltered z Non-operational O J 4 5 I 7 II II I UYfillered I ~ Fl... £.. Hi!- Bw (.... C. to :".' Q.... ) -50 F2../.0. H~ Bw (.../.0... to ~?:.'?..) - I o** ol ! l 1' ~ I:: :. I: ::,.'.* : I: II I 1l.1 _l: ;.. ,1. '*11 *I,

  • 1.. 01 **

111* :*.. : t*i ***: : *.... I " ' I"........,...... "Ii it I.:~. *I** 1:1 1d:,.I;,...... Job Number: *......... -'J.9... J ?..0...2.. Date:......... <§.. /."?.: ( (? 7........................ ...1s1z~ 10 0 tJ 0 D. CT Ci:.. n.. R-0 t.l 't:I ::r z c 3 [

I ((_ f c~ . (; Sei~ic qualification Summary of Equipment I. Plant Naoe: Js4,""1N'"'c::"cA.;:.4c4u~zA*,.,I.).:}.sr.47~c-J

l. *Utility: Cus1..1c. Sc;zv1cl! c*._E.c.721c... t:I (SjA~ Co. t

~: l'WR /

11.
2.

NSSS: 3WR

3. ~

Component Nao* I <.5ot.e..cJ01J> '/ALY es Model e A ~

1. Number....:Jt:E*

DDITle:W /It. HEEi Qu.antitr.: .2. Vendor A0 CO la Physical Description U;eeE /&Jn* Foug-WA 't) D11?¢:C'7"" . A6JD ijjrfE'i?eQA1.. hLor-OPeR-An::D

4.

Location: Buildir.g; Co,,A.J TAIAJH~ 7 (In Plant) Oeva tion: _V._... ~A...__K.~10::;_,;;V;.__.S ____________ _ .S. Natural Frequencies in Each Direction: ___________ _ 0 ,/ ~ ~

6.

Functional

Description:

. U.!.t:)/ v AL VE ra;17-1AJ!E4Hlil1c. E4?o/PH.GAJ.r

7.

Pertinen~ Reference Design Specifications: --~---~---- III. Is EquiP:;:ent Available for Inspection in the Plant: [ l Yes ~ No Comments: 7i;Ese-Sot..EA.Jo/D VALi/eS !/AVE Bec.N ScL.ecrc.U 7o E. e-?t.Ace VA~ ves 'tic.seAJ-rL Y /AJ.srAt..LEb 4 0/ZDc2. *To VP9.E.A.z;J /r1E £AJv/;12.o.,,uHEAJrAL QuAL..//°/C/f7/a-Y 0;:: ME ?t_A,ur.

t *.... c.~ 0 --- *---~---------~-----------.. --.. *-** -*** *- ~. _,.... *-*-**- -- -* !Iv -;;.06 -3 81 -6 F AJP - 8341.Y-,4-71£ X.Fl-831~.s--¥-V ?IC" f!V -c:lo6 - '380 -3 K..F Alp - 8 3 o<o-/9-/8"/E /.J'f>- 8.3166.S--£. fl v A - ~ ao< -3 a o -,;J. J2. F ~ ,AJ?-83~1-A-s-£ AJ?-B3c:<3-A-39£ -'* 7#cse Tt<)a lrE,c..1.s Wc-;2c kc£u:Di:J J.,t_J 7He /Es", ?~9~Art h~ /AJr~:ZHA/"/CJ-.j a..u~ ¥; 7#/s RE-?0,27 Zbc...sA.le;-rQLJf}~/Fy> 7r1csc: ~o lreHS hz. Us.

t.. - '*. I. <e_*..

  • c*

(

n. Seiinrlc Qu&lification Method:

Teat: e.* .v AD.alyais: ---- Combination of Test and Analyaia : ___ _ V. Seiamic Input:

1. lequired 2.esponse Spe:tra (attach the :rapha): A trA C II G.D Required

, 'J A

2. Acceleration in e.ach Direction: _..N~.._,;..n~------------

1 VI. If Qualification by Test, thenCot:i~lete: VII. 1.( ] Single "Frequency

2. M Single Axis tv'f Multi-Frequency

[ ] Multi-Axis

3. Frequency Range: _...... I _-__

3_:>.;;..""'_)/_Ct.i.i:.. -----

4.

TRS enveloping RR.S using Multi-Frequency Test [ ') Yes (attach n.s graphs) S.* g-level Test at

6. :-level Required
i. Mounting:
11. *--

~ ---

l. Seismic: Report:
2. Field Check:

M No v - ------ v- __ _

8. Functional Verification PerformedfJ] Yes [ ] No [ ] Not Applicable If Qualification by A.n.tlysis or by the Combination of Tes.t and Analysis then, Complete
1. l>escription of Test including Results: /wo:*JiPe.s OF Tes rs i

wci2E "P2Fa.2.MD A/ J)AYra.-<.J 7. EjZ_e;~-: . A.S/.A)c swEcf:>(..3-/tfZ>#o)@*o,.;<G) S*/~c .S4JC.c? (1-.3.3 Ho) Ar OB LEvct...S A,AJD:S/A.lc })wel.L (,£s-r...s* tAJ<&K.c Pt:k!.Fe>;e..1~J,;17" A-5cc ) F i2A-t9/~/ r~ res-rs tcJe-JZE Pe.2.1-:012.Hc-~ Ar.../A"l2.1at.J:s JAJ?vr FJ2c;>u~es, /1£L-VA~llt!Es se~e-cre~ FoR-use: 4r.:S4~E~ sll~w F,k!A~~TY ~eve~ /AJ cl!cess O/:" /He ?as /'-'i.,4/~l) ~~£Fe;~ S1119i.eH,

(, L. f C:. . *. 2. Method of Analyaia: /<..)//I I J St.Atic Analysis [ ].Equivalent Static Analyaia ( l Dyn4mic Analysis ( ] 'lesponse Spectrum t ] Time-History 3.* Model Type (each direction): --------------------

4.

Computer Codes: -.-----------------~---------------- S. Damping: ------------------------------------

  • 6.

Support Considerations:

~-----------------

1. Critical Structural Ele:nents:

Governing . Seismic Tntal Stres A. Identification Location Res~onse Co~bination StTess Stress Allo~a~ J. Max. Deflection location Effect Upon Functicnal Operabilitv

&it) lf~j{:ij ~J ~ii llf..;j ~ PloU<Q,... ~t};/g~LL~~~? Checked by:... /tr')?.. rickup Serial Number:. '/ G--.79... x....... Pickup Location: .C~~J7~;Jo. L................. ridup Scn~ing Axis: f::~ () -~,...,*-~- DAYTOJV 7.'J.Jnol-VN,,.,.., ~-.._,.,,,.-=n, Te1t1r11 Laborotorlt1 l'id11p Scn~itivily: W ~ Im*~* -~.;r 'Test Item:.............. V.A"'-.V.t=..S....... r**....... : Serial Numbcr(s):... ]:)'!.~.. ~J.. ~... 9.... :............... _ Uni1: Opera1icnnl O /?s ~.t'N~~-S~nal Q' mv pl'ak g r~ak Job Number:... >-f 0. / 7 9. ?............................ Sweep Speed: /DP.. -o . 1 *.. O .. oc1/minulc Onie:..... 5,..0c..T*. 77. wCvc O Tape Time: J 7 0 0 N 0 c.. er

c. Q \\

~ [* I el 0 al "U :r 'Z c 3 er n ~ / .0. . :!).

l'jf~ am n

  • o fl..

p Oiied by:..... ti?. I... / ~~ Checked by:...... /(<:/................................... Pickup Sc~ial Number: ... y.V'.. 7 °!...... '/... Pickup location:...... C. 0.. 1\\/ Ti O. f:............ Picl..up Sensing Axis:.... ... Y.................... E ~)B n ~---..... -- DAY T 0 N 7.' J.Jr1o*HrJv '"'"* Tc~tlnt Laboratur/cJ Pickup Scnsi1ivi1y:.......... I o.o.~. 0. mv peak g peak Sweep Speed: .. *:.. J * ... 0............... oct/minule ~l.ivc O Tape 'Test Item:..... Y.ftL.. tl..tf,:.. !:f........... ('L....... Serial Numbcr(s):.. ~'T~~.. J:'?... 1'.................... Unit: Operational ~ Non-0perational O Job Number:....... ~.P..J..7. Cf.?........................... Date:........ £.. OC. f./ 7 Time:....... ... J 43 0 -~ I ) I el I tJ 0 c.. <:T i Ci: " n.... ~ 0 i: "O :r ~ 3 Sf..

I \\. Pio<<<;:,.£,.... ~*-******* DA~~N=~now~.., Checked tiy:.{/ /..... 7 Tmln1Labom1or1e1 \\ L "Test Item:...... r/ f.\\ ~. 'f.. S. Serial Number(s):. -:UT~:iL I:? 4'......... Unit: Opcralional ~ Non-operational O z '4 567091 z J 4 567091 z J "~.67091 2 J 4 5678!!1 z l 4 5678!11

~
;:a :*:--:-::-!*Tc~**rT.*;-r*;-:1=::-.::~

1 .

  • 1---i::~r..... ~T-T~

1 r:r:*T=="::~~r-:: *::r*1 1*:** :: ** i' f

  • 1 r: -:_.....+*_;_~~.Li*.:* ***;-:r:.:

-i- -~o ~ ~-~~~=~J:_;:=-J:~_;:_;:~j=- +*1-*U*=~ -: j=: :~: 1 i_::_t:::... ~=**=J*:.. *=~*-* _,:~~ ~-~=*. -*--.:.*.*.:j _ 11_ :.. ~

  • 1 *.. * ~~=;=~. f~,'.~: ~-: :.. 1::. ~-

Vib1a1ion A11is: "t::... 6 j --j-;*-l-+-*****1* -* ** +I -.

-r~ *:** **** *-( :... -----.. **l * ~~ ~.:.~ ***;..... 1.... -** **.,. ~

~:i.1~f....... r...:.. Tes: Cundi1ion . ~ C/ IZ v '2 7...

I J+rn1l -~ j: -.J+ ;~;,:,.. : :,: r~'. '1:J~:..11*1::
*,, ::iti:" I f =::. ~

0"~.~: Bw,fff;,:: ~ 1 -'.-*-r ***:---1 **:* r**- *

  • 1* :

1 \\ ~, ----1---* ---,.. *1 :* * **** - *1*

  • , 1 I

- I -**!*** * *. 1 . -:-;--: 1*:' ~- -**1--* - *... *'- .5 -*--:**-*j***1**';j*... i ------1*:**.. *1***1.... I

-!.. ~*i,-:*:*1... ***:*~: Fili> ll;e-Bw(

/Dao 'lJ:- z .. ;-,~~I* -.,.-.... -L+ -t*~:..i~~ *-;*'-*--!- -,.... 1

  • (* - l--:: ~ ~~- -~-.. -*-*** :*:: ~- *-...,. -;H* +;~ ~.. : *-1~ ~

I I

!1:! 1,. 1:*:

-50 ~ . :1 I I I . :,... I I ' Iii'.:;,'.. I I !l:i :i::.!!I' ~, 6~~!-~-~-LJ- -.;.jJ -*--!~:.... : ~................ ~-~~ -~~ ~--L_..L... ::'... --****-.-~ :~~---)-1.:..!.---~~~----... -.. :: :::*: * ~--- -*---~~ = .. o g ! ~~:if *~£.~j: :Jl~r :.,u 11:_-t ~-I~ ~j: !.. :~c ;~~:::~[~~'.I~:~.. : .: ~ ~-~~r~ ~'~: ;1t:~~, -~ ;J~r~~

~ ~~~.~ ~~b,*: ~: ~~;:

~ ! ~~-r~~-1-rt*- *-, *r-:,-- -~+--1 *-*--** - ~i~~1~ -~f-- ----

:*:... J.
  • ,"i*: _ttt-r
=f~1---1..-J:--.:+-!~.. -1tJ. t:q~~-~~: =l= **t_ -- __ :~1*-*_ ~. :*-:-~:

1 ~~T:~:~:]~ ~~ =-~.. ~~~ ~ 1~~3~;!;::*~~-~J :~~~e/';i~~~;,~ ~~~= =30 0 N A -H--t**1**-'1--*.. !..r.-**-**** i -- *****--+..... :...... ****"

_
..: __ ;::*:* *:****.... :.:........:..µ: :;7----~*-*.. **I***--- -****.*- _______..:_. ____ )_... :.. _____,.. *--

2 ]~ *l* j r~ -- . :... : :.f-**1-~..:.- **- ;;;; :::: :;:_:~):--~-~-*--- :::: :;>-~::_~ ;. P~ --*--**r1'--- -- ----_ _:_.:..~. i ~- ~~: ~~ *::. :_ *-.:.... ::. **-*.- s ~;...: ~~-... : _;_ *-* -~..:. *-* - .:_:_~_ -*..:.. --- *-*'- - -.

.:1*.: Li I

>~;;::*"* <::I

i!l!:

1 Ii!!'.}:::.... *:;-:

~!~:::

0,, -<---1-- 4--,~-.., ---- --

~- *r** ~- --..... *--_,.,_~ -~f--*E-___, __,_ __.

--~* --H-~*~-+--l- ~--+-1-*-+-f~ -20 = -~r-=t--+:=l=r-*F_-::,_t.::.-=-f= =~ ~~ ::.~=- _.:_ =.:::~:*~ *- _-,-*. -.. =-.. : --:~-:~* =: =: *=*.::.=~*. -~.==~:.=. =-:=:~,.-=~:--*- -- --t-r--1---t-+- -~ ~ -+-L i~ - - --.. -* - -**-. ---* *-. --- -*.... -- ***- -**..... ---.,____ -- *+/- '---- -* - r ...... _.,_,:_1_:: __._. _ _,_._--+-~-+-+-t ... - I-2>----<~....---..-.-+---~* ........ I "I" "" ..11 1,.,.. 1" L~I 11,........ .,I I 11*... 1... - ~ ~:;. ::-r-- -*r** ~~: -:* ~- - * ~ !t t -'.:* *--* ~: ::~* ~:-* -* * -1 1

  • 1: *\\(; :<1:;:: *::_. *:.. >::;: *::*... *: * -,

1

11*m :~t :::: :.:---,,:: ~:~. :::**~* --* ;
  • 1
  • i tt t'. ~:-~:* ~ t :~-~-~ * -=

'***...

  • 1

!!I!:,;. :1:..... lJJ iF~f 1::1~~tW_'J. i 111'!~.:li1'*.. * :..,,... 11 'i:1~.,i... ** * *'i**** ---~-'-~_.._,_.__.__......_._.........._~_.__,__.__._.'--'.......... _._............,_ 0 l 10 100* 200 I Pickup Sensilivily: mv peak ... IO t?.'.. C}......... lt rc:ik: . 4t>t/ °17 Job Number........................................................ Picl:up Ser~al Number:....... '/ 6.:-..?... ?. Z:........ Pickup Loca1ion: ............ c {)It~.T~IJ -~... Sweep Speed:... 1.~......... act/minute 'Dale:........ ',.. S ~. ?. 7..... 15J..\\l

-,2.

v,'l.ivc Pi.:kup Scns:ng.-\\xis:. O Tnp*~ Time:.......... 1 *

  • 1 r* - **

~ i * * '1

e.

a ii 'U

r 2!

c 3 g-., i

...... I _L_ __ _ I. Plan: Ha~e: [ialem Nuc. Gen. Sta. Unit #2 J

1.

Utilitv: Public Service Electric and Gas Company T""' e: rw"'?. _..X"---

2.

N~.SS: Westinghouse Electric Corooration

3.

A-E: Public Service Fle~tric and G~s GoffipaAy II. Co:::-.::-ien ~ Na.r::e !a.._v_A_L_V_E_s ____ ~----------....,,--------' Y.odel

1.

};i.:::.'::ier Westin-ah.ouse 8701, 8702 (ID-485FZ)_ PSE&G 2RH1, 2RH2 .2. Vendor Copes - V11l can, Inc

3.

Pt-.ys!cal Description 14 11 1*1otor operated gate val v~s*: operator Model - SMB-1-40

4.
...c:.::. t :.c-.:
.-..; :.:.. :: :!.=; :__,C....

o"--'-n'-"t~a.._,_i~nJ.Um""'e...... n.,.t _________ ------ (I:: Pla.:::1 E.2. e \\".:. : :. c:: : fil.Q.1-.::.-_J8~2;.._:' -:..::4:....'_' -=:.-..uB!.J..Z.w.0'-2-=--_7J..:.9:z___' -::.:5.J..'-' -------

5.

};.:;:i.:ral ?r-e:;ue::c:ic~ i:: L::'.*. ::.:.-rc:t:!.:-::: Less than 33 Hz in thp Wea~est axis (26.3 Hz) (26.3 Hz only frequency below 33 Hz) L Fu:::::.:::.::::.al Des::::.r:::'..c::-.: Both valves - RHR Suction E-Spec 676258 Rev. 1, Spec Sheet 39 Ill. ls Ec:*..:i~ent AvailatlE. for Ins-oecti::-n fa the 'Pl.=.:-.:: [XJ Yes ( ] ?k

I I. - 2*- rv. Seil'!'l:.iC Q:Jelificati.:;:i Hethod: 'Iest:. .A,rt.alysis: X Combinatio~ o~ Test an.d Analysis: ----- V. Sei.s-:::ic lneut: l *. Re~uirec Response Spectra (attach the graphs):. ___ N_/_A ______ _ Required

2.

A.cceleratior. ill e..ach Direction: 3.45gH +l.9gV

"----------------------~

VI. l!.__Q-"a:!.fi:::at!o:"! bv Tes';, the;Co-::::lete: N/A

1. l

~[ ] M~lti-Freq~ency

2. [

[ ) Hul ti-I.xis

3.

Frequ~::.cy ?...a::e;.e: t ) [ ) Yes (a ttz:ich

5.

g-level !est at v - ----- h 2 ----

6.

g-level Recpir~ h 2 ----- ~--- v - ------

7.

M..::ni::. ting :

l. Seisi:.i: Report:
2.

Field Check: S. Functiocal Verificatio~ Perfonr.e.c![ ) Yes [ ] No [ )*Not !.p?licab:e VI!. If Qualification by Analysis or by the Combination of Test and.Ar.alys!.s then, Co::plete

l. Description of Test i.Dcludi.:l& Res~ts:

N/A

r ------i 2. Method cf An.alyais: [X] Static AI:alysia [ J Equi*:Ller.t Static An.a.lys~s [ ] Dyt:.a:.ic Arui.lysis [ J Res?=' n Ge Sp c tru::; [ ) 'Ii.:~-E.is tc~y

3.

~~el Ty~e (each direction):

7.

C:-:!:: ical St rue t:.;:-_a~ E.le:rier. ts: Seis::ic Tot.al L::a::"..::-i Operator Frame Seismic+ Deadv.ieight 14,889* 29,120* +operating loads

  • Stresses for 3. 45 gH and 1. 9 gV

'B. t-'.E.X. De£"lec:icr: L::ca ti::'J. Eff e:t Upo~ Fu.:ictic~sl Ot:c::-a':Jilit*: St-:-ess 45,500

~ - I. Plant 'H.a':'le: J Salem Nuc. Gen. Sta.,-,!,I.pit #2 t T'°e: II.

1.

UtilitY: Public Service Electric and Gas Company P"lora _

2.

NSSS: Westinghouse Electric Corporation B\\."R ----

3.

A-E: Public Service Electric and Gas Co~pe~y Co!!:c;onent Nai:::c [ V~VES - ---= --- Valve -location {FCV Hodel

1.

};\\.:.~':>er llOA (ID-2RA42DD). PSE&G jf zcv-172 .2. Vendor

3.

Phy5ical Description 2 11 air operated control valve

4.

l.o:<i ti.o""l: (!rl Pla~~l Eleva ::io~:

5.

Nctu~al ?re~ue=:ieE in E~~~ C!rc:tion: greater than 33 Hz in all directions

6.

Fu:::~ i ~::*_al Do:.:s::- i~ t i.cn: Boration; isolation valve

7.

Pertinent Re:erence Desi~n S?ec~fi~ations: ----------- E-Spec 676270, Rev. 1, Spec. Sheet 19 III. Is Eguii:-:nent Availatle for Inspecti~n in the Plar.t:[xJ Yes { ] Ne Co::=ients:

I I.. -LL.. 'IV. Sei1n:Jc Oualification Method: Test:. V. Sei!r.:iC Input: x Al'nlysis: ----- Combination of Test aud Analysis: ____ _

l. Required Response Spectra (attach the graphs): _N~/_A _________ _

Required

2. Acceleration in each Direction: _.....;,.6...

gH~a::.:n.:..d~4.:..og<..:V _________ _ VI..!! __ qualification bv Test, thenC~nlete: N/A l.[ ] s_~gle Freque~cy [ ) Multi-frequency 2.[ ] Sin&le Axis [ ] Multi-I.xis

3.

Frequ~ncy Range:

4.

TRS enveloping RRS using Hulti-Freq~en:y Test [ ) Yes (ettDch ;E'.5 grap~s) [ ] No 5 *. g-level !est at hl - h 2 ---- v *----

6.

g-level Required ~.. h 2 v -----

7. * ~unting:
1.

Seist:.ic Report:

2.

Field Check: B. Function.al Verification Performed[ ) Yes [ ] No [ ) Not Applicable VI!. If. Qualification by Aoalysis or by the Combination of Test and AL.alysis then, Cc:nplete

l. Description of Test including Results: __

_.N.,,...,A..__ _____________ _

/

  • e -

,_., r 2. Method cf Ar.Alysis: [X J Static A.nalysis ( J Equivt..lei::t Static Ana.lys~.a [ J Dynaruc.A.n.alysis ~ J Ti=lc-H.istory

3.

Model Type (each directio:i): 2-D Model., 2 orthogonal horizontal directions

5.

D~<ine: N A

6.

s~pport Considerations: N A ...:.:.."-'-'-~--~~--~----~--~~~------------~

7.

Critical St:-uctu~al Ele:!!ients: A. Ide::ri:i::::io:--. Body-bonnet bolts B. M.3.x. Deflection .0023(. 1312 Gcve:-r.ir:g Seismic+ DeadvJeight + Operating Loads Seis=ic Total 2,677 17,438 Location Eff e=t U?on Fu=.ctic~al C"PerabiH~-; Operator Guide Post None 45,000

.. -e I. Plant Na~e: I Salem Nuc. Gen. Sta. - Unit*#2 r ~: II.

1. Utilitv: Public Seryice Electric and Gas Company PWR -..:X.:---
2.

NSSS: Westinghouse Electric Corporation Bw"R ___ _

3.

A-E: Public Service Electric and Gas Comoany co~~onent Na~e ~[ _______ vA __ Lv_E_s ___________________._.. ______.._ ____..._ ______ __.

  • Hodel Nu~:. er
1.

Westinahouse #301Cl A, B & C (ID-6RV58i*1S5'! PSE&G E2PR3.Ll&5 .2. Vendor Crosby Valve J Ga~e Company 3

  • P~y s ical Description _..::6;....

11 _.:::.S~a~f e:;:.t...,v.__.r'"-le...... 1:.-i'""e,.,..f:.-:V:..:.:awl..:.v->=e _________ _

4.

Lo::ntion: E~ilding:~-C~o~n~t~a~in~m~e~n~t..._ _________ ~~------- (In Plant) ri e 11::11 1_ II _ va.-or.:...i.....i:L.:~--------------------~------

5.

Natural Freque::::ics in E.:i::h r.:rcction: Greater than 33 Hz in each direction

6.

Fu~cti:.::-..al Desc=iptior.: All valves - otess. safpt,y

7.

Pertinent Refe~en=e Desibn Specifications: E-Spec 676279 Rey. J, Spoc Shep+ EJ III. Is Equip:nent Available for Inspection L~ the Plant:~] Yes [ ] Ne Coi:::ients:

/ I..

2. -

TV. Seim:.ic Qualification Method: Test: {. Ar.alysis: __ x __ _ Combination of Teet and Analysis: ____ _ V. Seis=.ic Input:

l. Required Response Spectra (attach the graphs): __

--i.;H~/~A..._ ____ _ Required

2. Acceleration :iil. each Direction:

6gH + 4gV -~--~---------~--~ VI. 1!...Q'.1alificatio:1 bv Test, theiCm::?lete: iVA

l. [

s.;...::.i.gle *rreque:icy [ ] Multi-Frequency 2.[ ] Single Axis [*) Multi-Axis

3.

Frequ~ncy Range: ~. TRS envelopi~£ P.RS using Multi-Frequency Test [ ) Yes (attach T?...S grap~s) 5.* g-level Test at h 1 ---- [ ) No h 2 ---- v -----

6.

g-level Required ~--- h 2 ---- v.. ___ _

7.

M.ounting:

l. SeiSt::.ic Report:
2.

Field Check:

8.

Function.al Verification Performed[ J Yes [ ] No ( ] Not Applicable VI!. If Qualification by Analysis or by the Combination of Test and ~lys!s then, Complete

l. Description of Test including Results: __

...;r..;.i.l...;.A.;.._ _________ _

3 -

2.

Method cf A.nAlyais: [X] Static Aru>lysis [ J EquivLle~t Static An.aly5~S [ l Dyna:l:i.c Analysis [ J Res?Cnne Spec tn.t:Il l ) TiJ:ie-Ristory

3.

MD:!~l Type (each direction): 2-D Model; 2 Orthogonal horizontal direction

5.

Dcu::;-:in~:

6.

Sl.!ppoe"t --Considerations:... *~~J..----------------------

7.

Critical Structural Elements: A. lcle':tifi::.'.?t:..on Locatic:i Bonnet B. Hax. Deflection Gcve_::-niq; SeiS't!ic Taul Res~c:;.se C.:::b:.:--....a "f ic.:1 Stress Stress Seismic + + Pressure 1,::,cat:!.:m Deadweight 4, 198 5 '720 Effect U?on Fune tic:ls.l OPerabilitY St:-ess Allo-;..-r."::il 17,400

Sei!Jll'lie Qu~lification Su::::!l.ary of Eguipt?tent I. Plant Name: [salem Nuc. Gen. Sta. - Unit #2 * (PNJ) r ~:

11.
1. Utility: Public Service Electric and Gas Company PWR __.X~-

~w"R ----

2.

NSSS: Westinghouse Electric Cprpnratian

3. ~ PSE&G Comp on en t Name!._ _s_a_f_e_t,;;.y_I n..;J;;.. e_c_t;..i.;.o.;..n_P.;;,um_p:....---------------'* I Model
1.

Number 2 1 /-2-i nch JTCH Quantity..:. 2 .2. Vendor Pacific Pump Company, Los Anoeles, Californja

3. Physical Description CentrifuqaJ Ten Staoe Horizontally Split Pumo with Side Nozzles
5.

Natural Frequencies in Each Direction: 3q.2 Hz (Iransyerii) 31 8 Hz (AYjal)

6.

Functio:-:.al

Description:

The function of the safPty iojPctipp pump j s to proyj de pmPrgenqt cnrP cool j n~ in +he i"Qnt of a LOCA.

7.

Pertinent Reference Design Specifications: E-Spec 677125, Rev. 0 III. Is Equipment Available for Ins~ecticn 1n the Plant:~] Yes [ ] No

t J I.. **--*A.Lt:.t-1 ..... IV. Seiintlc Qu!lification Method: Teat: Mi.alyda: ----- Combination of Teat and Analyaia: X V. Seismic Input:

1. J.equired !..esponse Spectra (attach the graphs):

See Figures lA and lB (attached) l.equired

2. Acceleration ill each Direction: __

A_n_a_l_y_s_i s_a_c_t_u_a_l_l_y.__u_s_e._d.__.l...,.... O_a __ _ horizontal and 0.67g verticaJ VI. If Qu.alification by Test, thenComplete:

l. [ ] Single "Frequency

[ ] Multi-Frequency 2.[ ] Single Axis [ ]. Multi-Axis

4.

TRS e:aveloping RRS using Multi-Frequency Test r J Yes (attach TR.S graphs) [ ] No s.. g-level Test at 1\\.. h - V* 2

6.

g-level Required 1\\"" h 2 v -

7.

Mounting:

1. Seismic lteport:
2.

l.'ia.ld Check.:

8. lunctionAl Verification Performed[ ] Yu [ ] No [ ] !iot ~licable VII. If Qualification by Allal.ysi5 or by the Combination of Test and Analysis then, Complete
1. Description of Test includini ltuults: Sine sweep test to detennine nat1iral freq11enr-i es v;erc 39.2 Hz (transverse) and 31 s Hz (axial)

-a**~~**.--**... -- -.~.--.~~z'P.*,_:r",_, -- 2. Method of All4lyais: [X] Static AD.lllysis [ ] Equivalent Static Ao.alysts { l Dj"D.B!!!ic Analysis [ ] Response Spectrum [ l Tillle-Ristory

3.

Model Type (each direction): _N_;A ________________ _

5.

Damping: N/ A

6.

Support Consideration~: Standard Support arrangement hg1dElmtA and anchor bolts

7.

Critical Structural Elements: Governir..g SeiS!:lic Total Stress A. Identification Location Res~onse C~~bi~..a.tic~ Stress Stress Allo*...-1".':il B. Foundation anchor bolt Stress Max. Deflection Shaft deflection Sustained + Seismic 911 0 p s i 40 ' 2 3 3 p s Location Effect Upon Functional Ope!"abilitv .00207" (Calculated) .0665 11 (Allov1ab

)> I (>I x ~ ~ ~ ~ ~ J> Ul I/) 0 0 J> -i Ul ~ (\\ ~l ~ ~ ~ ~ ~~ ~ 0 z 0 0 w II) II) w

c 0

~ ~ 0 0 _J w 20 6 *3 !! : c, 3 c:-./ 2 -=::* n*---.,.,~OATL~ C:HKC:M*P eY ATK.--. -.. - to e

  • Y.____.DAT"-----

ey ____ __o11..11., __ Pl.AlL----"*--. -. PERIOD IN SECONDS 1.0 o.e o.6 o.e o.'4 o.s 0.2 O.QI FREQUENCY IN CYCLES/SECOND J

0 z 0 u Ill x u ~ ~ 0 0 z

ii >

t1 m m 0 0 H > '1 M m to 1---...-~--.. ,___,,,_~,..__..

  • "'=--.'-..-'>-

7 * !I s 2 ID 0.9 OJJ cu o..a=-~-~~ "'"~ ~*ii..:,,...~JJ'.:__:~~ ,..~,..

  • --**-CMI'***-

~ - -- PERIOD IN SECONDS z FREQUENCY IN CYCLES/SECOND 100 I

-~ II. ._..,I Plant Na~e: f salem Nuc. Gen. Sta. - Unit #2 (PNJ) _J T~e: ~ PW"'?.. X ----

l.

Utilic~: Public Service Electric and Gas Company

2.

NSSS: Westinghouse Electric Corporatjon PSE&G Cot:-: o:ien ~ ?fai::e.. [_B_o_r_i_c_A_c_i_d_T_r_a_n_s f_e,;...r_P..;u;;.rn..:;p __ _... _____,_ ______ -'1

  • Hodel
l.

N1,;:~er 3196 MT lx2x8 Qu::ntity.:. 2 .2. Vendcr Goulds Pumos, Inc., Seneca Ea ll s, Ne1.1 York

3.

Physical Dr:scription Centrifugal 5inale stage bprj zonta] AllS Tyi;.e pump with end s11ctjon and taog0 ritial diechar§e

4.
.o:at:.c'.'"l:

3;;i2.cing: Auxiliary Buildina ('In Plant) El eve :::.c~: 100'-0 11 .-....:....-----~-~----------------- 5. }\\at u r al ? re~;; e::: i cs in E.:i ch I;.: r c.: tic:::. : __ 4.:...::2::...;*;..:;2:...:5;__:.,H:.::Z:....._ ________

6.

Fu:::t:!:::-.al DescriFtior:: Transfer boric acid solution from tho boric acid tank to the suction of the charging ~1rmps in ~ccgr9a~ce with the reactor coolant loop needs for mako"'.'11r f10**1

7.

Pertinent Reference Design S?ec!fications: E-Spec 677123, Rev. O III. Is Equ:ip-::ient Availa~le for lns'Oectic-n in the Plar.t: (XJ Yes [ J Ne Cot:::!lents: ~-------;._;_----~--~~~~~~~~~~--~---------

I I. ~LL-'" 2 - TV. Seim:..ic Qualification Method: Test: Ar..nly&is: X Combination cf Test and Ana.ly5is: ----- V. SeiEr.:ic Input:

l. Required Response Spectra (attach the graphs): See Figures 2A and 2B (-attached) 1\\equired
2. Acceleration in each Direction:

Analysis actually used 3g horizontal and 2g vertical VI.

!i....Q"Jalificatio~ bv Test, thenCoi:~lete: (Not applicable) l.{ ] S~~gle Freque~cy

{ ] Multi-Frequency [ ] Mul ti-J..xis

3.

Frequ~ucy Range: ~. TRS envelopi~~ F.R~ using M~lti-Frequency !est [ ] Yes (attDch T.!'....S grap~s) [ ] No 5.* g-level !est at h l h2 ----- v - ----

6.

g-level Required ~--- h 2 ---- v.. ----

7.

~unting:

l. Seisr.ic ~eport:
2.

Field Check:

8.

Functional Verification Perfonnedf ] Yes [ ] No [ ] Not Applicable VI!. If Qualification by Analysis or by the Combi.na:icn of Test l!nd Analysis then. Cc-:nplete

l. Description of Test including Results:

N/A

I 2. Method cf An..alyais: [ l Static A.n.alysis ~ 1 Equiv~lent Static Analysts [XJ Dyoa.eic Analysis [ l Response Spectru:n l J 'Ii::le-iUstc!'Y

3.

Model Type (each direction): Three dimensional multi-degree-cf-freedom Mass-spring model

4.

Co:;uter Codes: -=-I~ce~-~s~t~r~u~d~l~~~------~~~~--------------------- (42.25 Hz) was

5.

De.r.;:inr,: Not a licable since lowest

6.

Suppo!'t Considerations: Standard suoport arranqement holddown and anchored

7.

Critical St!"Uctu!'al Elements: Seis-=:ic !ct.al St:::ess B. Suction Nozzle Stresses Sustained + Seismic Loads 20435 Psi* 21037 Psi Max. Deflection l,:)cation Relative deflection between the impeller and pump casing Effect U?on Fu=.ctic~sl O"Pe!'a:,ili <:v .00386" (calculated).015 (actual (cl r. No Physical contact, therefore no effect on functional operabili

  • Seismic analysis was completed for 3g (horizontal) and 2g (vertical)

so DO 40 10 t-..----~- i t--"-'-,.-<--y~-Vl e* l==-..,...,..~-,k 7 IS ~ a 0 ~ 4 I/) ~ s u I! I ~ ~ 1.0 0.9 0.6 0.1

    • ~~r CttCCfll** Q'f'

. A*~-- o.ra F--. ______ ..,.__...-----..._.,.._.~ NJ!>..:...+._L...~ 0.f:l

-t 0;1 r--:-':r'<c'-;f---t-r--*,....._--t*~~-N'*

r i 0.1 O.ol

    • --~* ~---

3 Pl!l'ilOO IN 81!'.CONOS -J

Q z 0 u 1111 * "' I u !! !::: 9 0 0 z

u >

t1 m m 0 0 H ~ lrj m 5 4

s z

rC1 =-~~-==-:=~ ~ p.... ~ -*' ~**..,. ___.a..-.... ______ _ ........ --~----- I 2 Fi..i::auENCY IN CYCLES/SECOND 3 100

1. Plant Na~e: Jsalem Nuc. Gen. Sta. - Unit #2 (PNJ) r

~: ll.

1. Utilitv: Public Service Electric and Gas Co~pi~Y
2.

NSSS:

3.

.._~. n ~* Westinghouse Electric Corporation PSE&G Coe ooo e"' Naee [Gent ri f u ga 1 Charging Pump Hodel

1.

li\\.:::~er 2 1/2-inch RL Type IJ WR X

B'i."R ----

..2. Vend.er Pacific Pump Comoany, Los Angeles. California

3.

Physical Description Centri fuaal el even stage bori zqntal ha rrel pumQ wj th 11p nozz"] es I . 4. Lo::a t:.o'.'1: (In Plan~) E~ilding: __ _:..A~u~x~i~l1~*a~r~v~B~u~i~l~d~in~a;1-_______________ ~----- .5. Natural Fre::;l.!e::.cic.s in Lich !.:.!.rcction: 40.16 Hz (Transverse) 50.80 Hz (Axial) E.. Fu=:~i:.::-..al Desc:-i"Ftion: Proyi des chemical and va]JJme ron+rol for the RCS, provides hiah pressure water for RCP seals. and supplies borated water to the RCS in the eyent of a I OCA

7.

Pertinent Referen:e Desib= Specifications: E-Spec 677125, Rev. O III. ls Equim!lent Availa"t:le for Ins"Pec:tion 1n the Plan~: IXJ Yes [ ] Ne Co=nents: ------~----------------~-------------------------------

I I. 'IV. Sei~e Q:..ialificaticn Method: Teat: Ar.alyds: ----- CombiOAtion of Test and Ana.ly11111a:_~x __ _ V. Seier.:::ie Input:

l. Required Response Spectra (attach the graphs):

See Fi g11res 1A-and lB (attached) R.equired

2. Acceleration in each Direction:

Analysjs actuaJly used 3g Horizontal and 2g vertical VI. 1!....Q"Jalification bv Test, the:iC01:?lete: l.{ J S~:lgle Freque:lcy 2.{ J Single Axis [ l Multi-Frequency ( ] Multi-A.xis

3.

Frequ~:o.ey Range: -------------- ~. TP.S envelopi:":b R.~S using Multi-Frequency Test [ ) Yes (attnch ~ graphs) 5.* g-level Test at h l [ ] No h ~ ---- v -----

6.

g-level Required

11. ----

h 2 ----

  • v. ----
7.

Mounting:

l.

Seim::.ic ~eport:

2.

Field Check:

8.

Functional Verification Performed[ ) Yes [ ] No [ ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and A.c..alysis ~hen, Complete

l. Description of Test including Results:

Sine sweep test to determine natural frequencies. Nat1iraJ freq11opcios rle+e~ine.9 were 40* 15 Hz (transverse) and so so Hz Caxjal)

..... - 2. Method cf An.Alysia: [xJ Static AD.£lysis [ ] Equiv~lent Static Analysts [ l ~c Analysis [ J Response SFeCtI""U:I. L J Time-History

3.

Model Type (each direction): __ __:N..:.L..:..A.:..-_____________ _ ~. Coi:::.~ute!' Codes: -~r~!.L!:A:.._ ____________________ _

5. Dcu:.rine:

N A

6.

Suppo~t Considerations: Standard support arranaPment bolddown and anchor bolts

7.

Critical Structu~al Elements: B. Loca::::ic:i Gov e.::-r.i r: g Res-:or:se C:-".:l*:-ica :::{c:1 Seisi=ic Tot.al S:::ress S:::re.ss Strees Allo-..*r.'..:l Pump Head Flanae Sustained*+ Seism.ic loads*. 12,520 psi 15,000 P~ 11,643 psi 15,000 p Discharge Nozzle Stress Sustained + Seismic loads* Max. Deflec ti.or: Location Max. lateral disp. of coupled end of shaft (Inch) Max. angular disp. of coupled end of shaft (discge) Effect Upon Fu:lcticnal Opera"=ilit*; .0049 11 (calculated) . 05 (a 11 ow ab .016° (calculated) .5° (allowab -Operability will not be impaired by the seismic event.*

  • S~is~i~ analyses for 3 gH + 2 gV.

~ctual plant accelerations are significantly lower thus resulting in lower stresses and deflections and higher design margins.

-t r

z IJI IJI 0 ~ -j (Tl UI D z 0 0 w II) I/) w

c 0

~ 0 0 ..J w > !I :.:- ~ _./' 4 _, 3

==< 2

  • --..JlAT"----
f.

If.Ac. o"" z-1

  • 6 r D'f'.---DAY"----

CHICIC*D ev ___ PERIOD IN SECONDS 0.2 OD2 0.()1 J

1' ~ ~ ~ ~ (\\ ~ ~ ~ ~ ~ ~ { 1\\ )4 ~ 0 z 0 u....,

IC u

~ ~ ~ 0 0 z

u >

tJ en en 0 0 H ~ tiJ en IQ.--....--~-.....-..

  • t---___.,..-"---.'--+-'<-,...__,Y'.

0 1 Ii~*-;-...---'-~__,,_~

z ID 0.9 OJ) 0.1

"'~.... ~* ,__:,~~ P'\\..... ________ DI" __. - PERIOD IN SECONDS O&Ec.---;--o-~r.-:----r-~~-:T7~""""T'<"*~' Q.5 0.4 VERTICAL RESPONSE SPECTRA AT FLOOR DESIGN BASIS EARTHQUAKE ( 13.3 % G) AUXILIARY BUILDING -SALEM NUCLEAR GENERATING u J t1' 111 0.02 0.03 U04.05.06.08 0.1 0.2 ~ ", r. Q.3 U-4 o.!l 06 WI 1.0 Z Fi'l[QUEJ.ICY IN CYCLES/SECOND 4 5 6 8 10 100}}

Retrieved from "https://kanterella.com/w/index.php?title=ML18078B181&oldid=5014887"