Text

Dynamic Qualification for Msiv
	ML17139B272
Person / Time
Site:	Susquehanna
Issue date:	12/21/1982
From:	; GENERAL ELECTRIC CO.
To:	;
Shared Package
ML17139B271	List: ML17139B272; PLA-1459, Forwards Dynamic Qualification Summary Package & GE Final Test Rept, NEDC-22177.GE Rept Withheld (Ref 10CFR2.790);
References
	PROC-821217, NUDOCS 8301110485
	Download: ML17139B272 (76)
	v • d • e

KRI-82l-FO " ~hase III SUSQUEHANNA STEAM ELECTRIC STATION UNITS 1 Sc 2 DYNAMICQUALIF)CATION COMPONENT NAME:

Hain Steam Esolat)on Valve MPL OR EDL ITKlN NO.:

2l- 022 028 MPL

REFERENCE:

23SX113AE Rev.

21 EQUIPMENT CLASSIFICATION:

mI ACTIVE 0 PASSIVE THE SEISMIC OUALIFICATIONREPORT(S) IDENTIFIEDHEREIN HAVE BEEN EVALUATED AND REOUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC OUALIFICATIONREVIEW TEAM (SORT) REOUIREMENTS.

PREPARED BY:

ORGANIZATION Cl de IIfeh GE - HPSED DATE REVIEWED BY:

SORT PROGRAM MA AGER DATE Zf ~ Z RESPONSIBLE DESIGN ENGINEER DATE GENERAL ELECTRIC 830i 110485-82i228=- -

PDR 'DOCK- 05000387 P

PDR J

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1. COMPONENT NAME'.

MPL OR EDL ITEM NO QUALIFICATION

SUMMARY

Main Steam Isolation Valve 821-F022, F028

3. QUALIFICATIONDOCUMENTATIONIENCLOSED WITH THIS REPORT)

A. QUALIFICATION

SUMMARY

OF EQUIPMENT (SORT FORM). INCLUDINGREQUIRED RESPONSE SPECTFIA WITHTRS PLOTTED ON RRS GRAPH, AS APPROPRIATE Attached B SORT EVALUATIONFLOW CHARTS IMARKEDTO SHOW DECISION PATH)

Attached C

REFERENCE DOCUMENTS REFERENCE DOCUMENT REVISION OR NUMBER IDENTIFICATION DATE 1

VPF 3180-1-6 4

TITLE/SUBJECT 26" Main Steam Isolation Valve NEDO 22177 August '82 Final Test Report for Susquehanna 1

5 2 26" MSIV Actuator Dynamic gualification Test Letter Report 6/16/82 Susquehanna Main Steam Line Piping Analysis Letter Report.

Report of New Load Evaluation D ADDITIONALSUPPORTING DOCUMENTS DOCUMENT IDENTIFICATION 21A9257 REVISION OR DATE TITLE/SUBJECT General Requirements for gain Steam Isolation Valves f tp<(> +

(

s QUALIFICATION

SUMMARY

(CONTINUED)

MPL ITEM NO 821-F022 28

4. REQUIREMENTS The Main Steam Isolation Valves (MSIV's) are mounted onto and supported by the main steam lines.

The loadings imposed on the MSIV are transmitted through the main steam lines..Required

Response

Spectra inputted from the main steam lines to the MS'are shown as attachments 10a thru 10x, and include both seismic and hydrodynamic loads (Refer ence 1).

The function of the MSIV is to provide quick closing isolation for high pressure service during emergency conditions.

5 DEMONSTRATED CAPABILITY The MSIV top work assembly including the yoke assembly, limit switches, actuator and control assembly has been tested to the test response spectra (TRS) as shown in the attached Figures 10a thru 10x (Ref. 2) which envelope the r'equired response spectra.

Operability of the val.ve was also demonstrated during the testing.

In addition, analyses were used to show that pressure integrity was maintained during the faulted event (Ref. 3).

6. RATIONALE FOR QUALIFICATIONCERTIFICATION IINCLUDEDECISION ANALYSISWITHCOMPARISON TO ACCEPTANCE CRITERIA,APPROACH FQR DEMONSTRATING OPERABILITY.AND CONSIDERATION OF HIGH-FREQUENCY RESPONSE 1.

The MSIV body is rigid in the frequency range of seismic and hydrodynamic loadings.

Therefore, each valve body was modelled and analyzed as part of the main steam piping.

2.

The MSIV operability was then demonstrated by testing the top work alone.

The MSIV stem motion was also tested in the program.

3.

Pressure in the valve cavity was not included in the test, however, this is conservative because the action of the steam flow assi'sts the disc motion into the closed position.

As the stem stroke time requirements was met even without the assistance of the flow, the effect of the flow can be disregarded.

It is not necessary to consider that the flow will cause the MSIV to close too fast either because the MSIV motion is controlled by a hydraulic damper that, is pre-set to maintain the operation.

0>NO 3

QUALIFICATION

SUMMARY

{CONTINUED)

6. RATIONALEFOR QUALIFICATIONCERTIFICATION {CONTINUED) 4.

The NSIV safety function is to close on command.

Hence, it is not important to simulate the. effect of pressure on valve opening.

S.

In the test, the stem was guided at the packing chamber only.

For in plant service, the valve disc will also be guided by the hardfaced guide ribs.

Those will provide better alignment for the closure action.

Hence it is conservative

.$f not included t'e valve body in the test.

6.

As the NSIV top work withstood TRS in excess of the RRS, and it is conservative to test the top work without the body, it is concluded that the HSIV is qualified for the loads identified for the worst case steam line.

Both seismic and hydrodynamic loads were considered in the evaluation.

MPL.

1-F022, F028 ualiffcatfon Sunna of E uf nt

> ~

Plant Name:

Susquehanna Utflfty: Penns 1

n 2.

NSSS:

GE ight RgE:, Bechtel

~T)e:

o ~gg Ilt s

I 1

i vl 1.

Scope:

[X) NSSS 2.

Yiodel Number:

21283-H 5 ) BOP Quantity:

8 Note 1

3-Vendor:

Atwood 8 I'forr i11 Co.

4. If the component is a cabinet or panel, name and model No. of the devices included:

No 5.

Physical Description a.

Appearance Y-attern b.

Dimensions 63" long x 26" pi e with a 142" c.

Weight 12,300 lb dry and 13 400 lb wet 6.

Location:

Building:

Drywell Elevation:

71g'

~

pie'Id Mounting Conditions [ 3 BoIt (No., Size

)

Note 2

Meld (Len~gt

) Butt weId to connecting piping 8.

a.

System in which located: Main Steam h.

Functional Descrfptfon: Provide Uick pressure service during e r e c d

c.

Is the equipment required for ( 3 Not Standby pf tZIZQu&R~

f)3 Soth f )

Neither 9.

Pertinent Reference Design Specf ficatfons:

2 of the worst case va1ve were used in the ana'Iy 'd Note 1:

Onl the 1

d testing.

8 Note 2:

The top work incIuding the va1ve cover is bo1ted to the va1ve body with twenty 2" studs

I I

~ )

iII~

IVY Is Equioment Available for Inspection in the Plant:

9 3 Zcs f 3 No

~a~ m m ha ma>> a~ ma mm maa m m~a a ma m m ma a a a a a wma a m~~

Equipment gualification Method:

~>>4~m~~a~~~~a>>>>>>m~

f 3 Test

t. 3 Analysis EQ C>4ination of Test and Analysis gualification Report:

Final Test Report for Susquehanna 1

5 2 26" NSIV Actuator ynamVc qua scat on est (No., Title and Date)

NEDO 22177 Auaust 1982

~~>>aea~ Ja~ ls>>mme~>>~~a~~

Conpany that Prepared Report:

General Electric Corpany that Revimed Report:

Genera1 Electric V.

Vibration Input:

1.

Loads considered:

a.

t: 3 Seismic only

b. [ 3 Hydrodynamic only

c. iX3 Conhination of (a) and (b) 2.

method of Conhining RRS: f 3 Absolute

Sum, gx3 SRSS j 3 3.

Required Response Spectra (attach the graphs): pi~uses 10a thru 10x

%%% %A>>~ %%%%a>> &%\\<<>>

4.

Da, ing Corresponding to RRS:

OBE 4g g

SSE 4X

&%%>> &% QAa~ &%A>>w~&

5.

Required Acceleration in Each Direction:

5 3 GAPA i 3 Other OBE SSE S/5

~

N/A F/B ~

V S/S F/B V

0 F/B 6.

Mere fatigue effects or other vibration loads considered?

fX3 Yes

[ 3 No If yes, describe loads considered and her they were treated in overall qualification program:

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per the applicable ASIDE Code'ENOTE:

If Nore than one report complete items IV thru VII for each report.

l2/80

-B-gpL. 821-F022, I'028 VI. If alfffcatfon by Test, then Comt)Tete~:

~&~ &&A'a~ &&%&&'% ~ &'%

&~ Wa&A~&%~

1. f 3 Single Frequency t:)Q Nultf-Frequency:

random sfne beat

2. f g Single Axfs 3

No. of guaTfffcatfon Tests:

i.

Frequeng Range:

1-100 Hz EX3 Nultf-Axfs Note OBE 5

SSE 1

Other

~specky) 5.

Natural Frequencfes fn Each Direction (Side/Side, Front/Sack, Vertfcal):

{Ref. Figures S/S 10 F/B >>

11 V>>

10 3A thru SA and Ref. 2) 6.

Method of Determining Natural Frequencies fX3 Lab Test f 3 In-Situ Test t; 3 Analysfs 7.

TRS envelopfng RRS using Hultf-Frequency Test t.X3 Yes {Attach TRS 5 RRS graphs)

I 3 No 10a thru 10x 8.

Input g-level Test:

OBE S/S

~NA F/B V>>

SSE S/S F/B >>

V>>

9e Laboratory Nountfng:

1

{11 Bolt {Ro. Ro, S<se R"

)

E 3'Meld {Le'ngth

)

{ 3 10.

Functional operability verified:

EXES Yes

f. 3 No

t. j Not Applicable 11.

Test Results Snclud>ng sndlflcatlons made:

The valve to work erformed all safety functions durinq the test 12.

Other test perforttl.d (such as agfng or fragility test, )ncluding results}:

N/A

~Note: If qualification by a conbfnatfon of test and analysis also coaplete Item VII.

Note:

5 DBE 5 1

SSE were tested for each combination of vertical and one principal hor izontal axis.

12(BO

.'/

VII. If gualfffcatfon by Analysfs. then complete:

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method of Analysfs:

E 3 Statfc Analysfs E 3 Equfvalent Statfc Analysfs Q(3 Dynamfc Analysfs:

E 3 Tfae-Hfstory EX3 Response Spectrum 2.

Natural Frequencfes fn Each Dfrectfon (Sfde/Sfde, Front/Back, Vertfcal):

S/S N/A aseaaaaaaaaaaaaaaaa 3.

Hodel Type:

9(3 3D F/B ~

E32D E3)D E

3 Ffnfte Element E 3 Beam 4.

fg 3 Computer Codes:

Frequency Range and No. of modes consfdered:

E 3 Hand Calculatfons E 3 Closed Form Solutfon S.

Nethod of Conbfnfng Dynamfc Responses:

f 3 Absolute Sum EX3 SRSS E

3 Other:

<<<<a\\

)spec>ty) 6.

Daaping:

OBE 4S SSE 4S Bas1s for the dasqfng used:

.Test Data 7

Support Consfderatfons fn the aedel:

Per drawinELfn Attachment 1

8.

Crftfcal Structural Elements:

B.

Nax. Crftfcal Deflectfon Governf ng Load or Response Sef smf c Total Stress A.

ident)ffcatf on Locatf on Combf natf on Stress Str ess Al1 owabl e Node 75

'Yalve (See. Attach.

1) 8209 0,4638 Inlet Table E-6 Node 81 Valve 8226 0.4647 Attach.

1 Discharge Haxfmm Allowable Deflectfon to Assure Functfonal Opera-Locatfon bflfty

)2/8O

@PL No..

'BATE-B21-F022, F020 i219102 KCl5i% POINT Seismic Category 1?

2.

Equipment qualified to S(RT?

3.

Original qualified by test or analysis?

A~nal sis 4.

Frame type structural?

5.

Analysis accounted for closely spaced modes?

6.

Analysis accounted for 3-D effects?

7.

Re-evaluation meet design requirements?

8.

Operability demonstrated?

Test

,9.

Fund.freq.

above load high freq.

asymtote.

10. CaIculated TRS bounds RRS?

",: Operability demonstrated?

12. qua'Iified to SgRT?

OKClStOM dna/Or IASIS FOR gag)5]ON l.

Yes 2.

Not previously.

3.

Test for operability. Analysis for structural integrity.

4.

No.

5.

Yes.

6.

Yes.

7.

Yes.

8.

By test (see below).

9.

No.

10.

Yes.

11.

Yes, 12.

Yes (preliminary evaluation).

Loads for the other seven HSIV's need to be evaluated for completeness.

LIST SEISMIC CATEGORY I EQUIPMENT AND SUPPORTS REQUIRED TO MEET SORT REQUIREMENTS IDENTIFYCOMSINED hhj (SEISMIC ANO HYDRODYNAMICRESPONSES}

QUALIFIED TO SORT I

EQUIPMENT SAME OR DYNAMICALLY SIMILARTO EQUIPMENT ALREADY.OR SOON TO 4E.

QUAUFIED TO SQRT REQUIREMENTS YES OPERAblLITY DEMONSTRATED 7

NO RENUALIFICATION REQUIRED FIG.

2 NOTE,, 2 L

IS ORIGINAL QUALIFICATION4Y ANALYSISOR TEST NOTE 1

FIG.

4 NOTE 1:

For operobi)ity.

NOTE 2:

For structura1

$ ntegrjty, Figure 1.

SQRT Re-Evaluation Flo~ Chart

ORIGINAI.OVALIFICATION BY ANALYSIS YE5 fRAME TYPt STRUCTURE OYHAMICMODELINGAND RESONANCE FREQUENCIES QUALIFICATION bY STATIC COEFFICIENT ANALYSIS 7

YES RIGID EQUIPMEH T lul

~ Zth fLEXIbLE EQUIPMENT I

Zth l STATIC ANALYSI5 33 HKallC&ZPA DYNAMIC ANAI.YSIS "5" ORIGINAL PEAK "5" OF RRS YES TO FIG. 3 Ml EffECTS RE CALIFICATION REOUIREO "I"ORIGINALr ZPA YES TO FIG. 3 3.0 EfFECTS YES YES YES "5"ORIGINAL lb PEAK 5" OF RRS bETYTEEN 33 He ANO CUTOFf TO FIG OVALIFICATIOHIY JVSTIF IEO STATIC COEFfICIENTANAI.YSIS FOR fRAME.TYPE STRUCTURES 7

HO

'HIGH.fhEOUENCY A5YMPTOTE lztht OF THE RRS.

Flan! 2.

SqHT Rn-Fvalii it)i>>i Fine Chart I)ualfficiitlon by AnaJyals

DYNAMIC ANALYSIS OUALIFIEO TO SORT

RESPONSE

SPECTRUM MODALANALYSIS TIME HISTORY ANALYSIS NO OPERABILITY DEMONSTRATED REEVALUATETO ACCOUNT FOR CLOSELYSPACEO MODES DID NO ORIGINAL ANALYSISACCOUNT FO CLOSELYSPACED MODES EOUALIFICATION REQUIRED DOES NO REEVALUATION MEET DESIGN REQUIREMENT 7

REEVALUATETO COMBINE 3 0 EFFECTS NO OID ORIGINAL ANALYSIS COMBINE 3 0 EFFECTS YES FROM FIG,1 STATIC ANALYSES Per Test i: ii.iiiU i.

SI)l<'I'I-I'.V;ilu'itii>>i Vli W (:IIBrt If>>iilI I li'it liin by Dyn;ImlC hii>>lyR iR

ORIGINALOUALIfICATION BY TEST SEISMIC LOADS FROM FIG SEISMICfLUS HYDRODYNAMIC LOADS TO FIG d

EtXJ IPMENT HAVING DISTINCTSINGLE MODE RESt6NSE WITHOUT CROSS COUPLING EQUIPMENT HAVING DISTINCT SINGLE MODE RESPONSE WITH CROSS COUPLING EOUIPMENT HAVI/IG IOJLTIPLE FREQUENCY RESPONSE WITHCROSS COUPLING CALCULATEDTRS BOUNDS ARSE E~ALIFICATION REOUIRED CALCULATEDTRS BOUNDS IA RRSP lTRSA t TRSB TRSC

+ ~,3 In I.~IRRSA

'RRSB

'RSC t,]II~

NO CLOSELY SPACED MOOESP YES OPERABILITY DEMONSTRATED E OUALIFICATION REQUIRED

((TRS t TRS l TRS i..j~

0 i4)(RRS BURRS Py RRSC QUALIFIED TO SORT YES Figure 4.

SqRT Re-Evaluat fon F low Chart Or igina I Fqu lpment Qual iffcat ion by Test-Seismic Loads

TQ wa 4

jl fjMICfLUS NVOhQOrhaQIC LOADS ES Ths Aaovj SS lit AVAILAOLj eC EQMIt.

elPID. thEL AIQVj NYDhODYHANlc LOAD HIQIISh ECL AjrQtTQTE

'I rjS JALIslED TQ SOhT VES hh~A VES Qt EhAIILITr DE~QteSThATED HQ hO hj~gALISICATIQh hEQulhED Fiaure j.

SQRT Re-Evaluation Floe Chart - Original Equipaent Qualification by Zest-Seismic Plus Hydrodynamic Loads

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~ 6 o8 1.8 1.2 1.8 2.N 12 ~ SNN

'25oNNN

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CII.'.ll 14 1G';i.:J IIX IIC."iII

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6 POLE 48 888 JdG POlNT Y

LP FlLTER=

57 5M :

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RUN 2$

TPP52iot925 OBE 9NN NA-YC DATE 5/15/82 16I 1NI t CHANNEL 4

TAB VT1 DKClNATlON RAT10 2

7412 POlllTS ANALYZED DELTA T

.Nti 1/ 5 OCTAVE ltt.ft HZ LP FlLTER 5 POLES 4.ff X DANP1NC START TlHK tottf SEC END TINE 29.5ib SEC N RECORDS SKlPPED 210 RECORDS ANALYZES

]f11~1

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CHANNEL 3

TAB HZ1 DEClHATlON RAT10 2

7ii2 P01NTS ANALYZED DELTA T

.NN4 1/

5 OCTAVE 1NN.NN HZ Lt FlLTER 6 POLES i.NN X DAHPLNC START T1HE N.NNN SEC ENO T1HE 29.6is SEC N RECORDS SKlPPEO Zli RECORDS ANALYZED 1NN.N X AND N.N X RRS PLOTTED 0

I lN. <<-1 NiN 2.N HULTlPLY SCALE SY lNii N 3.N S.N 6.N

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TAB VT1 r

DEClHATlON RAT10 2

7446 POINTS ANALYZED DELTA T

.884 1/

6 OCTAVE 188.88 HZ LP F]LTER 6 POLES 4e88 X DAMP]NC START TlHE 8.888 SEC END TlME 29.7B4 SEC 8

RECORDS SK]PPED 219 RECORDS ANALYZED 188.8 X AND f.f N RRS PLOTTED

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.6

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7iid POlNTS ANALYZED DELTA T

.NNi i.ff X DAHPIRC START TlHE N.fff SEC END TlHE 29 ~ 7bi SEC lfN.N X AND N.N.X RRS PLOTTED lit fc 1/

5 OCTAVE CHANNEL 3

TAb HZl lff+Nf HZ at FlLTER 5 POLES N RECORDS SKlPPED 2il RECORDS ANALYZED

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TPP524.892G ODE3 98K XA-YC DATE G/16/02 11 I25I S DECleerlON RATIO 2

7318 POlNTS ANALYZED DELTA T

.884 1/

6 OCTAVE CHANNEL 4

TAB VT1 188.88 HZ LP FlLTER 6

POLES 4.88 X DANPlNG START TLHE So888 SEC END TlME 29.248 SEC S

RECORDS SKlPPED 215 RECORDS ANALYZED 1CS 8 X AND 8o8 X RRS PLOTTED I

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RUN 27 TPP52l.f926 OSE3 9NX XA-YC DATE 6/16/82 II t 26! f CHAHHEL 3

TAB HZ1 DECIMATION RATIO 2

731f POIIITS AIIALYZED DELTA T

.Nfl 1/

6 OCTAVE 1tf.ff HZ LP FILTER 6 POLES i.f8 X OAMPIRC START TIME N.fff SEC END TIME 29.2lf SEC f RECORDS SKIPPED 21$

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RUN 28 TPP524.8926 OBE4 98A XA-YC DATE 6/16/82 tts48s 8

CNANNEL 4

TAB VTt DECIHATION RATIO 2

7412 POlNTS ANALY2EO DELTA T

.884 1/

6 OCTAVE 188.88 HZ LP FILTER 6

POLES 4.88 X OAMPINC START TINE S.SSS SEC END TINE 29.648 SEC 8

RECORDS SKIPPED 218 RECORDS ANALYZED 188.8 I ANO 8.8 X RRS PLOTTED Igioel

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RUN 28 Tttb24.f925 ObE4 9'A VC DATE 5ll5/82 lll4ft f CHANNEL 3

TAb HZ)

DEClHATlON RATIO 2

?412 POlNTS ANALVZED DELTA T ff4 LI 5 OCTAVE lff.ffHZ LP FlLTKR 5 POLKS, 4.ff i DAHtlNC START TlHE fefff SEC END TIHK 29.648 SEC f RECORDS SXrPPED 2ia RECORDS ANALVZED off.f N AND f,f X RRS PLOTTED lf1*~l 2.f HULTlPLV SCALE bV lfiif 3of 4.f'.f S.f S.f 9.f

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751i POINTS. ANALYZED DATE 6/16/B2 DELTA T

.8$i i.SS X DAMPINC START TIME 8.888 SEC END TIME 38.856 SEC ISS.S I AND f.f I RRS PLOTTED 11! 58! 8 CHANNEL i

TAB VTI 1/

6 OCTAVE 188.88 HZ LP FILTER 6

POLES 8

RECORDS SKIPPED 221 RECORDS ANALYZED

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TAb HZ1 DEClKATlON RATIO 2

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73ii hOINTS ANALYZED DELTA T

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TAB H21 1SS.SS HZ Lr FILTER 6 POLES i.SS X OAHPINC START TIHE 4.444 SEC END TIHE 29.376 SEC 4 RECORDS SKIPPED 215 RECORDS ANALYZED I

I II S.f 1.4 2.4 1SS.S X AND S.S X RRS PLOTTED HOLTIPLY SCALE BY 14~* 4 3.4 Si4 6.4 7.4 S.S 9of iI I

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TAB VT1 DECIMATIOH RATIO 2

7276 POINTS ANALYEED DELTA T

.Ssi 1/

6 OCTAVE ISS.Sf HZ LP FILTER 6 POLES I.SS I DAMPIHC START TIME N.JSS SEC EHD TIME 29.14 SEC S

RECORDS SKIPPED 2II RECORDS ANALYZED ISS.N X AHD SoN N RRS PLOTTED I

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RUN 46 TPPS24.8926 OBEZ 95K ZB-YC DATE 6/19/82 14t28t 8 CHANNEL 3

TAB H21 DEC IHATION RATIO 2

7276 POINTS ANALYZED 4off N DAHPINC START TIHE f.N88 SEC 188.N I AND N.N X RRS PLOTTED.

DELTA T o884 I/ 6 OCTAVE 1$8.8$

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RUN 47 TPP524.8926 HSIV OBEZ3 95M ZB-YC DATE 6/19/B2 14l35i 8 CHANNEL 4

TAB VT1 DECIHATION RATIO 2

7514 POINTS ANALYZED DELTA T

.884 I/ 6 OCTAVE 188.88 HZ LP FILTER 6

POLES 4.88 X OAHP INC START TIHE f.f88 SEC ENO TIHE 38.856 SEC 8

RECORDS SKIPPED 221 RECORDS ANALYZED 188.8 X AND f.f X RRS PLOTTED IfiN~I 8.8

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TAB HZI DECIHATION RATIO 2

7S14 POINTS AllALYZED DELTA T

.Sb4 1/ 6 OCTAVE lbb.bb HZ LP VILTER 6

POLES 4 egg X DAHP INC START TIHE fogbg SEC END TIHK 3b b56 SKC 8

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7II6 POINTS ANALYZED DELTA T ASSI RUN IS TPP52I.S926 HSIV OBEZI 95X ZB"YC DATE 6/19/82 ISt St S

1/

6 OCTAVE CHANNEL I

TAB VT1 ISS.SS H2 LP FILTER 6 POLES I.NS X OAHPINQ START TIHE S.SSS SEC ENO TIHE 29.78I SEC 1NN.S X AND N.N X RRS PLOTTED S

RECORDS SKIPPED 219 RECORDS ANALYZED IfiN~I Nif

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TAB HZ1 DECIMATION RATIO 2

7iid POINTS ANALYZED DELTA T

.884 1/

6 OCTAVE 188.88 HZ Lt FILTER 6

POLES io>>>> X DAHP INC START'TIHE>>.>>>>>>

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HZ LP FILTER 6 POLES' RECORDS SKIPPED 215 RECORDS ANALYZED Igooe I

~ 3

~ 6 HULTIPLY SCAI.E SY I>>~i I o9 1.2 1.5 Io8 2ol 2.i 2.7 3 ~

~

~ ~

~ ~ ~

~ ~I~ ~ I ~ ~

~

~ ~ ~ ~

~ ~

I>>~+>>

~

4 40

~

0 l~ ~ ~ ~ ~

I

~ ~

~ l

~

~ ~ ~

~ 0

~

I

~

~ ~ ~ ~ ~ ~ ~ ~ ~ I~i~ ~ ~ ~ ~ ~ ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

~ 0

~ ~ ~ ~

~

~ ~

0 ~

I>>++

1

~ ~

~

A

~ ~ ~

I I ~

ao

~ I

~,

SEIII-CLOSED HFTHOD AliPI.OXIHA'I'ION s 7-22-II@ ItCVISION p

M

I RUN 53 TPP52I.8926 HS1V SSEZ 188K ZC"YD DEClHATlON RAT10 2

'7511 POlNTS ANALYZED DATE 6/21/82 15538) 8 CHANNEL l

TAS VT1 DELTA T o88i 1/

6 OCTAVE 188.88 HZ LP FlLTER 6 POLES."

i.88 X DAHPLNC START TlHE 8.888 SEC END TlHE 38.856 SEC 8 RECORDS SKlPPEO 221 RECORDS ANALYZED 188.8 X AND '.8 X RRS PLOTTED 1801~1 HULTLPLY SCALE BY 18~~

1 1.5 2+8 2.5 3o8 3.5 i.5 5.8

~ ~ ~ l~" ~

1800 8

~ ~

I.

lt~~ l

~ ~

~

~ ~ ~ ~ ~ ~

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

~ ~ ~ ~ ~ ~ ~ ~ ~ ~

~

~ ~ ~ ~ ~ ~ ~

~ ~

M

~t CO 18~* 2

>Eiil-CLOSL'IJ lil:TIIOD hl'Pi'.vXIHAT10N ! 7-22-US kLV16! UN 0lh

0

RUN 53 TPP52l.$ 926 HSIV SSEZ 188K ZC-YD DATE 6/21/BZ ISt38! 8 CHANNEL 3

TAB HZI DECIMATION RATIO 2

751'OINTS ANALYZED DELTA T e88i I/ 6 OCTAVE 188.88 HZ LP FILTER 6

POLES i.88 X DAHPINC START TIHE

$.$$8 SEC END TIME 3$.$56 SEC 8

RECORDS SKIPPED 221 RECORDS AttALYZED ~

188.8 X AND 8+$ X RRS PLOTTED 18ee

~ 6 IIULTIPLY SCALE BY 18'~ I

.9 1.2 1.5 1.'B 2.1 2.i 2.7 3.$

~ ~

0 ~ ~ ~ ~ ~

~

l

'I l8++ 8

~ ~ I ~ ~

I ~ ~

~ ~ ~ ~I"

~ t

~ ~

~

~ ~

~

I$i0 I

~ ~ ~ ~ ~

~ ~

I8~~

2 SElll "CLOSED ttETttOD APPHOXIHATIOtt: 7-22-00 t(EVISIOtt

~

e 0 M

~

RUN Bi TPP524.8926 HSlV SSEX 8IXA-188XY DATE 6/22/82 9s58i 8 CHANNEL i

TAB VT1 DEClHATION RAT10 2

7514 POlNTS ANALYZED DELTA T arri 1/

6 OCTAVE 188.88 HZ LP F1LTER 6 POLES i.rr X DAMPlNC START T1HE 8.888 SEC END TlME 38.856 SEC 8 RECORDS SKIPPED 221 RECORDS ANALYZED lrr.r I AND r.r X RRS PLOTTED iri1~1 1.8 HULTlPLY SCALE BY lrii 1 1.5 2.8 2.5 3.8 3.5 i.5 j

~

'I"

~ ~ ~

lf~+ r

~

I

~

~ I ~ ~ ~

~

h

~

~ I

~ ~ /

~

~ ~ ~ ~ ~ ~ ~ ~ ~ ~

1800 h ~ ~

h h

h

~ ~

- ~

~

h h

h

'EHl-CLOSED METHOD APPROXlHATlON ! 7-22-08 XEV1510N

RUN 54 TPP52i eS926 NSI V SSEX SXXA-ISSXY DATE 6/22/82 9I5Si S CHANNEL 3

TAS HZ1 DEC INATION RAT10 i.SS X DANPINC 751'OINTS ANALYZED DELTA T

.SSl I/ 6 OCTAVE 1SS.SS HZ LP FILTER 6 POLES START TINE SeSSS SEC END TINE 3S.S56 SEC S

RECORDS SKIPPED 221 RECORDS ANALYZED'Steel S.S I$$.$

X AND S.S X RRS'LOTTED NULTIPLY SCALE SY ISii 1

.9 1.2 1.5 Io8 2.1 2.i 2.7 '.I

~ ~ ~ ~ I ~

~

ISO' 0 ~

~ ~

~

H

~ ~ ~

~ ~

IS~~

2

~

~ ~

I SENI-CLOSFO NETHOD APPROXIHATION: 7-22-8$

REVISION 0

~ I NEDO 22177 CLASS IRTE:

AOG 1982 TIE 82NED875 PNK Soy of ~~~

Fzauas 39 MOTXON DIRECHCSS NOTE: SWITCH BRACKET IS ROTATED 90 OEG COUNTERCLOCKWISE SO IT IS VISIBLE

~ ~

<o+c MOTION DIRECTIONS

~

NUCLEAR San Jos I

t--9rc~ 4( ~ RW, y R SYSTEMS ENGlNEERlNG DEPARTMENT cc:

See Attached Letter lifornia Sate:

June 16, 1982 Name Susquehanna 1

Pro)ect Nain Steam Lines A, B, C, D.

New Loads Program Nanager A.G. Nitchell

SUBJECT:

REFERENCE:

REPORT OF NEW LOADS EVALUATION CONPONENTS PASSED PMA 0046KR, Rev. 0/AF 2.

999 ~l-2 9

The following components have been evaluated per'eference 1 as documented in Reference 2.

The results of that evaluation are that the most limiting of the load combinations and fatigue evaluation met the applicable crite~ia as indicated by (x) in the following table:

Component Upset SR'BS Event and Load Combination Emergency Faulted Fatigue SRSS ABS SRSS ABS SRSS ABS Piping and Pipe Mounted Equipment x

r The following Documentation has heen provided:

A)

Safety AnalysisÃeport Tabl es Q

Copies of'SAR tables and/or

pages, marked up as necessary to reflect evaluation cults, have been sent to the Lead Chanter Enqineer.

D Noi required.

I)"

New Loads Sweary Report Text And Tables

'.~::: Q.. Coptes of pirttnent text and tables are attached, corked vp as neces-

.;.;.-."sary to reftect analysis results.

Responsibl e Engineer:

Verified by:

Approving Nanager.:

~

~,

IJg HANNA l45 LINK A 4

H 4 I IH 4"I Oft a

15 IC hler er 4'19 4

12 217 Qj}

OH I

Q lio 120M FIGURE A-1 NODE DIAGRAM FOR MAIN STEAM LINE A

0812828 IAOSOCODOKOFOOOHOI OEHKRAL ELECTRIC CXNPAHY SPEC HO.

22A5598 MILlHO EATEN RKACTOll SYSTEMS DKPARTHEHT aaaaaaaaaaa aaaaaaa'aa NSIV HLKT/OUT KT a a NKV. HO.

I I'ASK HO.

r r

078.

075.

SFA STOR SHOH

~ LEVEL b STRESS RATIO KO.

7880.

0.4452 2

848t 0.0385 3

47S7, 0.2704 3

LEVEL C STRESS RATIO EQ.

7185.

0.4059 1

581.

0,0328 2

2051.

0. 1159 STRKSS LEVEL D RATIO EO.

'10 3

3 8209..

0.4838 888t 0.0389 8559.

0.3708

~ +t

\\

~ ~

il 080

~ 081.

SFA STSR SHOH 78QS.

0.4480 830.

0.0358 3

3322.

O. 1877 3

7204.

0. 4070 1

834.

0.0358 2

1888.

0. 1065 2

8228.

728.

4392.

t+

0.4847

0. 0410, 0.2481 10 3

3 TABLE A-6

SUSQ UE HANNA 4001 I2 MAlN STEAM-8 15 18 Zl 24 SIZ 27 5021

$022 9

6 SH 5F

~ I',":

403F'693 90 87 84 8

124$

503F 4'24 121 118 115 112 SI5 318 821 33OH 327F 330F 439 442 H

4$6 412 41$

418 421F 42IN 7N 427F 12H 612F 512F 515H 515F vS Cy R

6ISH SO49 28 39 HOOZ 142 ISF 14$

524 F 614 I

148 18 1$ 1 6Z7 157 160 163 166N 181 178 4196 187 I

190 34S 348 351 4448 454 451N

~7+

466F 9

72H 472F 51 5S4 5

557 ~

642 694 693F

$63N I

045 S63F 569H 648F 56 F 57N 872F 672N F?GURE B-1 Node Nagram for Hafn St;earn Leone 'B

0805828 (Aosoco00ECF000H0) 172.

1BBF SFA STOA SNOtl LEVKL b STRESS RATIO KO.

755 d.

0. 4274 1

549.

0. 0310 4

1713.

0. 0985 3

LEVKL C STRESS RATld KO.

7 I75.

0. 4054 3

500.

0. 0283 3

1703.

0.0062 OENERAL ELECThl0 ~ANY SI%C Nd.

22Add97 501LlNO MATER REACTOR OYSTERS DKFARTNENT a

%'0%%%%%'&%%%

a

% % % A Q % % % % % Q % a % &% %\\ % a a tNfV lNLET OUTLET REV: NO, VASE NO.

%%%%%&w+

STRESS 7745.

0. 4377 10 1007.

0. 0589 10 2055.

0. 1871 10 1

~ ~

v>i r'<gr

,er:

~i

~

LEVKL O RAT10 K41:',i '; s".4 -..'

+

P, It)

~

r 154.

157.

SFA STOR SHON 7de3.

0.4254 4

'85,

0. 0274 3

1750.

0. 1005 3

7202.

0. 4089 3

539.

0.0305 2

lB21.

0.0915 2

7791.

549.

1 eee.

0.4305 o.o3e7

0. 1049 10 10 1 ~

~ ~

~-

Table B-6

~t

~'

t4 lt ~

~l

~ ~ <Mjg$+Mt

~

'(:etc

~~'<P'4

~

sr 6

SUSQUEHANNA MS C,SRV,RC(C 4S 42

~I 40 Sb ss hag S04S ~ IS SO4'S i1 qi 40211

~401

~02K IIOSS ss 47 Sb

~9 S2 SOIO I

62 "0

6S SOIS 8

bib IIO 4 IS 4OIH 409 F 4'IO 4ll 412 SI2 SOP SIS S1 I IIS 4144ISV~ ~

At 426 429 429M l9 421 2S

~ 24W 420 4pf S

bO 427 r

E 114 I22 126 gM I

tlb~

I t2IF I

12111 Sl ~

Slb Sll 2'IGURE C-I Node Diagram for Nafn Steam Leone C

0810828 (AOBOCODOKOFOOOHO)

LEVEL 8 STRESS RATIO EO.

LEVEL C STRESS RATIO KO.

OK@ERAL ELECTRIC CONPANY SPEC NO.

2?A5898 SOILIHO MATER REACTOR SYSTEMS DEPARTMENT NSIV INLET/OUTLET(NS-C)

REV.

NO.

'I PAOK NO.

4

'.;@44, r'P I EVEL 0 STRESS RAT I 0 EO.

057.

058.

SFA STOR SHON 7432.

797.

1656.

0.4199 I

0. 0450 3

0.0935 3

7232.

0.4088 2

609.

0.0344 2

l426, 0.0806 2

7539.

0. 4259 10 890.

0.0503 10 2364.

0. 1336 10 061.

062.

Sfh STOR SNOB 7439.

649.

1774.

0.4203 1

0.0366 4

0. I 003 3

7I86.

0.4060 I

689.

0.0389 2

1498 '.0846 2

7533.

0.4256 I

I046.

0. 0591 I0 1968.

0. 1112 3

~ 4 Table C-6

44. ',

~

4 4

"l fg

r P>~.r t' r

~,

I ~

gA MS-L2ICK'0 ~

t,

4 J

1

~

~ '

~2 HT 7

'2 ll I I

lT a

l55F 17 S

lÃl 52 2

22e

~

1r FIGURE D-1 NODE DIAGRAM FOR MAIN STEN LINE D

GENERAL KLECTRlC COMPANY BOILING MATER REACTbR SYSTEMS OEPARTNENT SPEC NO.

22A5699 NSIV INLET/5UTLET REV ~

NCI.

PAGE WO.

142

~

140.

SFA STOR SION LEVEL 8 STRESS RATIO EO.

7806.

0.4410 4

618.

0.0349 3

4645.

0.2624 3

LEVEL C STRESS RATIO EO.

7174.

0. 4053 3

550.

0. 031 1

2 2484.

0. 1404 2

LEVEL 0 STRESS RATIO EQ.

8116.

0. 4585 10 650.

0.0367 3

6392.

0.3611 10 146.

148.

SFA ST4R SNOB 7ala.

0.4417 647.

0.0365 3

3276.

0.1851 3

7188,

0. 4061 3

703.

0. 0397 2

2008,

0. 1134 2

81 29.

0. 4593 1 0 771.

0. 0436 3

4218.

O. 2383 3

TABLE 0-6

1012b13 (AOBOCOOOKOFOGOHO)

OKNKRAL ELECTRIC CONPANY SOILINS MATER REACTOR SYSTENS OEPARTNKNT

%%%%&AOAA a aa a

NS IV INLKT/OUTLET SPEC NO.

THE LOAOINO lXÃ%INATIONUSED FOR THK ANALYSIS aaNSIV aee ARK AS FOLLOW I(EV. NO.

PAGE NO.

.;I~je,)'.j$'q '

~ I, ~

LKVL A 1

LKVL 8 1

LEVL B 2

LEVL 8 3

LEVL 8, 4

LEVL C 1

LEVL C 2

LKVL C 3

LEVL 0 1

LEVL 0 2

LEYL D 3

LEVL D 4

LKVL D 5

LKVL 0 e

LEVL D C

I.EVL 0 b

LEVL 0 0

LEVI O

'10 VS.

100 100 100 MT'I I(TI MT1

'WT1

'NT1 IJTI MTI MTI MTI ZITI NTI

+

MT)

+

IIT1

+

WT1

+

1(TI IIT1

)aa2 I(TI

)aa2 MTI 100 10

+

TK

+

TE

=*+

TK

+

TK

+

TK

+

TE

+

TK

+

TE

+

TE

+

TE

+

TK RV2ADD)aa2

+

TE

. RV28VD)ae2

+

TE RY2AOO)aa2

+

TE RV28VD)ae2

+

'TE

+

TE

)

+

TE

)

+

TE 0

100 100

+

)

+

)

+

)

+

)

+

SQRTCCOBKI SQRT((OBEI SQRT(tOBEI SQRTt(OBEI SORT((CHUSI SORT((CHUSl SQRT(CCHUGI SQRT((SSEI SQRT((ssEI SORT((SSEI SORT((SSEI SQRT(tSSEI SORT(tSSEI SQRTt(SSEI SQRTC(SSEI

+

SORT(tSSEI

+

SQRT(CAPI 100

'I00 100 100

+

OBEO

+

OBEO

+

OBEO

+

OBEO

+

CHUGD

+

CHUGD

+

CHUGD

+

SSED

+

SSED

+

SSED

) aa2

)aa2

)ae2

)aa2

) a'a2

)aa2

+

( TSV

+

(

RV1

+

( RY2I t

RV2SVI

+ I RVI

+'

RV2AOI

+

( RV2SVI

+ (

TSY

+ t RV2l

+ ( CHUSI

)aa2

+

)ae2

+

)ea2

+

)

RV2D

)ae2 RY2SVD)aa2

)

RV2AOD)aa2 RV2SVD)aa2

)

RV20

)aa2 CHUGD )aa2

)

+ t RV2ADI

+

SSED

)ae2

+ (

COND I

-+

COND D)aa2 t RV2ADI

+

SSEO

)ea2

+

(

COND'

+

COND D)aa2

+

( RV2SVI

+

SSED SSEO

)aa2

+ t VLCI

+

)aa2

+

(

CHUGI

+

VLCO

)aa2 CHUGD )aa2

+

SSEO

)aa2

+ t COND I

+

COND D)aa2

)+t RVl

+ t RVI APD 100 100

+ ( SSEI

~

+

'I 00 100 100 100 SSEO

)aa2

+

SSED

)aa2

+ t CHUSI

+

CHUSD )aa2

. +

( RV2SVI Table E-6

lli~ 1.

ML17139B272

Contents

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REFERENCE:

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ML17139B272

Text

REFERENCE:

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