ML17138B709

Slide Presentation Re Seismic & Hydrodynamic Loads

ML17138B709
Person / Time
Site:	Susquehanna
Issue date:	12/18/1980
From:	PENNSYLVANIA POWER & LIGHT CO.
To:
Shared Package
ML17138B710	List: ML17138B709 ML18030A478
References
NUDOCS 8101130472
Download: ML17138B709 (46)

Text

~ ~

~

i f ~

r I

~ ~

I

~ ~ r 4~

~

~ ~

NRC MEETING AGENDA

'ETHESDA, MD DECEMBER 18, 1980 SUSQUEHANNA STEAM ELECTRIC STATION

" 'EISMIC AND HYDRODYNAMIC LOADS I

~ ~

'-. 4 I 1

~ ~

~ 0 ~

l I

~ ~

t

~,r r

'I, INTRODUCTION 'Y. PPSL 1

~ ~ r II. BECHTEL QUALIFICATION PROGRAM

- BOP Equipment

~

IXI;- GE .QUALIFICATION PROGRN  !

- NSSS and Contro). Room:Equipment IY. SQRT PRE-SITE YISIT DISCUSSION V. PP4lL SUSNRY AND CONCLUSIONS

\

A

~'

~

~

~3

~ ~

~ r ~ ~ r c' /PA

I r U.S. SEISMIC ZONF MAP,'I I I I' 120 1)0 ~ 100 eo'I 80 70

~

SEISMIC DATA ADAPTED FROM: EERI, JULY 1976, VOL.'.10, NO. 4, ALGERMISSEN 6 PERKINS, U.S.G.S., PG. 78.

co NUCLEAR POWER PLANT DATA FROM: NUCLEAR NEWS 40-AUGUST 1979 / VOL. 22 / NO. 10 I

')ATTLK

~--

l ~ ~

,r) I) I I I >

arreeat a a

' I)

~ ~

b I I Il

)I) I ~

)I I I I) I~

h 5 a -.a AI qb'p

-50' ~ I )

II) . )

~

ETA(N A,R

' I)I)I) I t 50 1

~ ', ) I) l)l I I)I) II 'A kN YORK 7

~

I, )),I )T I)I) I)l I I I) b

))()I SPA I)

I I I)I rw +ab I

'IG

'II)l) P IIIII)4 Ill .Q g N Vhk I' >>r I I I,'.;

)I

.' ')ll)ll I I I

,b I I \

. I I I Il),ll III ~s

~ ~ ~ ~ I II )lt) ~ N 0

I,I 'llI~ lI LEGEND' I.Es I

I Sl lib')I)III A 44 )III... ) I I j0) I I I I~

bg ~ ) I )

0 0.6 g

~ ~

~ ~ ~ b I I

+~>> I I

) <

)I

)

MILES

~ ~ 0 '200 400 40,

~ ~ ~ ~ ~ ~ ~ ~

' ~

Pb

~ ~ ~ ~ ~ ~ ~ ~

'I ~ r >000 >>% eel.I ~

~

gb

." 0 200 '400 I I I I I I . NUCLEAR POWER: bb b

~

~ $ 03g $ 0.1 g PLANTS... ICILOMETEAS

~

$ 0:I g A OP ERAT)NO

"'- - OADEAEO OA UNOEA ~ l." IAMI '

CONSTAuCT)ON

~ '1>>t I TieT T

~ "~ iT > ~ ~ ~ ~ ~ ~

80

~ ~

ft f

/ ~ ~

vPENNSYLVANXA P(NER 8 LIGHT CO. r ~

SUSQUEHANNA STEAM ELECTRIC STATXON 'I r

-f ~

~

~ rg

~

'CQLlaASt'air (K L., ~ CC, K P

~ Ulled+

~ r/<<egr

~ L&t l Ielr Ir/r<<r(

I~ Ig l 4 \g%

Kk ~ I rtr'I eI<< Ie

~ rr OOOOOI C Ir rr+ll C

~ I+%+

~ ak tltt+IC/+I I<<s )OOOOO

%OOOO(

C

~ I I/IC ~ ~

/

00~0000000 0 C ~ IO 0 ~o e,

I

~ a I I ~I W4 ~ ~ s&y ,0 OOOO rr<<Ciko la'tr

.I

/

~ o<<e) atr tl ~ (f/Ir

~ IW I TtNkh WX ttt t/ (I(W fflKCVLN(fI CTCCC AI(Alt<

UNlT 1 r~

.C

I' 0- ~,

I I

PENNSYLVANIA POWER & LIGHT'CO. ~

,SUSQUEHANNA STEA'M.ELECTRIC STATEOH

~-

~

~ ~

4i a

I I Ij gl I

~4 'I

~ 1 i:

~ ++w4 Ckl ~ ~

AA>Ot 0

OI H

0 0 (.

0CCOC 0 C ! J4 rh JC O 0< OCCCCIIO, 0'OCOOCO 000000'OOOCO

~

~OOC

~, oa;r O~ 'g . cs,asii rItvhWl, a4N1o<

IJ usa~ 'J I I I

~/ o+4l

/ri

~/ y) k wnl llCTN UN(T Ch2

~0

~ ~

r

~

~

~ T r ~

.~ P.

~ ~

~ U PENNSYLVANIA P9'E'ER AND. LIGHT'COMPANY IN THE EFFORT TO FIND'AN J

ACCEPTABLE SOLut5ION TO THE PROBLEN OF NEH HYDRODYNQ1IC LOADS CAUSED BY "STEAN CGNDENSATICN IN SUPPRESSION POOLS OF ROILING MATER REACTOR PLANTS.

hLOPED'ND TESTED T-AuENCHERS TO SOLVE THE PR03L'EN OF SRV ESSES ..

~

w III <<<<RUUIURUI.

kRKED HITH M TO ARRIVE AT LOADS RESULTING FRY UXAe 4 EFFORTS TO ACCURATELY.DEFINE ~ STEAN CONDENSATIN LOAD FORCING FUNCTIQ4 NE HAVE> SINCE 1978~ BEEN KRKING TO EVALUATE:

5 EI35Z: ~ETt'KGS TO DEFINE THE TRANISSION OF THESE I<<X<<llfllcLRH<< IIIR<<it<< IHE Rl<<I<<IIRER RHU.

NE'RODS TO EVALUATE THE EFFECTS OF THE C0%INED' 'Et;+P:

~ ~

LOAN) ON EACH ITEN OF EQOIPNENT IN THE SAFETY-'BATED STRUCTURES'M)p 3jjjg,: TO RED@.IFY ECur~ENT ERICH DID NOT ~ET OUR SPECIFIED QUALIFICAT'ION REQOI REPENTS e

..O,OUR PRESENTATICN HERE TODAY IS TO: .

33'PLAIN OUR EQUIPKHT QUALIFICATION PROGRAtta 2)'NFORN YOU OF OUR PROGRESS AND RESULTS, ~0

3) PRESENT OUR CK LETICN SCHEDULE.

~%

~ 4 1

CTON 0

/

I 'h OR I G INAL QUALIF I CATION k

0 SEISMIC LOAD

'a

0 REQUALI F I CAT I QN h 0 SEISMIC AND HYDRODYNAMIC l OADS' MULTIAXISp MVLTIFREQUENCY INPUT REQUIREMENT

~ ~

~ ~

PHASES OF QUAf IFICATION PROGRAN 8 PHASE I; SEISNIC LOADS ONLY:

Q BECHTEL INPUTs EXt SPECS F1CATiONi RESPONSE SPECTRA r CRITERIA (SPEC t b 10) ETC i

,'.6 REVIEH QF QUALIFICATIONS DONE BY 'VENDORS e PHASE II: IN-HOUSE EVALUATION FOR COISINED SEISNIC AND HYDRODYNANIC LOADS, 9 COMPILE LIST OF EQUI PMENT ]

Q DEVELOP TECHNI'CAL CRITERIA (SPEC"G"22)

. 8 REYIEH OF EXISTING REPORTS 6 IDENTIFY PROBLEM AREAS P

~ ~

~ ~

~\

>~

~ ~

1 " ~

~ ~

PHASES OF QUALIFICATION PROGRAM (coNTD,.)

. 9 PHASE III: REQUALIFICATION EFFORTS IN-HOUSE EVALUA'(ION OBTAIN VENDOR S CONCURRENCE

~ ~

8 QUALIFICATIONS BY VENDOR BECHTEL REVIEW

~~ I

~ ~

~ ~ QUALIFICATIONS 'BY OTHERS;. P CONSULTANTS TEST LABS BECHTEL REYI'EN OBTAIN VENDOR S CONCURRENCE 0 ~ ~

~ ~

~ ~

. PHASE IY: 'MODIFICATION OF EQUIPNENT OR EQUIPMENT SUPPORT IF NECESSARY.

~ ~

6 MOD IF I CA7IONS BY JUDGENENT EVEN BEFORE ANALYS'IS OR TEST 6 MODIFICATIONS FOLLOWING THE ANALYSIS OR TEPT

~

~ ~

~ ~

~ ~

~ ~ r ~ rP ~

~ 0

~

\

PUR C H AS'E ORDERS

~,

>V NO OF aa

~ ~ DlSClPLI N E. SEISMIC

'EfSMIC+

ONLY - . - -'YDRODYNAMIC I

ELECTRfCAL 12

. CONTROL SYSTE.M 0 ME.CHANlC AL I

PLANT DESIGN:...

TOTAL

. "TOTAL, NO. OF . P, O.'S . 74.

1

~ I I,'

~

t

~ ~ ~ N 1 ~ 4 ~

~ I>>

'l 1

~ ~

r

'- NETHOD" OF ..QUAL IF I CATION

'LANT DESIGN EQUI'AMENT (VALVES),'

NETHOD

'.. P,O, No. DESCRIPTiON ANALYSI S TESTING ANALYSIS I

4 TESTING 2" 5 W l 6008 NUCLEAR LARGER-CS .

X:

~ '>>

l~

P-.10B P-11A l

~ ~ 150-000¹ NUCLEAR 28" 8 ~ r ~

X

~ ~

LARGER."CS.

r X.

P-10A NUC, 28" 8 Scat LFR-SS 0~

~, rl P-108

~

A r P-15A NUCe 2 R .SNALLER-.CS l '

l BUTTERFLY VALVES 2 \

P-16A LARGER-SS

~

P-17A 6008.2" 8 LARGER-SS 690¹ 2 R LARGER-SS"

'-178 150-900¹ NUCLEAR 28" R LARGER-SS"

. BUTTERFLY NUCLEAR ~ ~

r P g1 28. 0 LARGER

/

.PASSIVE VALVES E

~ ~

NETHOD OF QtlALIFI CATION

~ ~ ~

MECHANICAL EQUIPMENT P,O. NETHOD NO.. DESCRIPTION ANALYSI S TESTING ANALYSIS:

8 TESTING

'MERG ENCY SERVICE." X PUMPS 'ATER RHR SERYICE HATER X-

'UMPS REACTOR'BUILDING CRANES X N-22 N-30" DIESEL GENERATORS'.: X REACTOR YESSEL I HSULATION DIESEL OIL M-58" TRANSFER'UMPS DIESEL FUEL Oi L .X N-60" STORAGE TANK N-87 -HYDROGEN RECOMB INERS .. ~

N-90 FUEL POOL SKIMKER'URGE X

~ ~ I TANK P,

N-109 CONTAINMENT'YACUUM ~ X". X'X RELIEF YALYES SUPPRESSION POOL

,. X CONTAINMENT NITROGEN ..

GAS ACCUMULATORS NUCLEAR SAFETY REE.IEF VALVES X MSRY DISCHARGE LINE N-160A VACUUM BREAKER VALYES M-160 CRD HYDRAULIC SYSTEM- X HIGH DENSITY SPENT.

H-192 FUEL RACKS N-302 EXPANSION TANKS QUALIFICATION REQUIRED FOR SEI'SMIC .LOADS ONLY:

t 0

~

(

~ ~

(

Ip ~ ~

METHOD OF QUALIFICATION

.MECHANICAL EQUIPMENT (CONTINUED)

METHOD

>ca~, i . P;0, ANALYSIS

~

~ 'r, f ~

No,, ANALYSIS TESTING R TESTING

\r lr DESCRIPTION'ENTRIFUGAL N-307 FANS M-308 YAN'E AXIAL FANS

'IR HANDLING UNITS'.

'"309..

4 r M-'QO CFRTRI FUGAL HATER.;.'

CHILLERS

~ lg

.c. REACTOR BUILDING UNIT COOLERS

'"X '.

DRYWELL UNIT COOLERS HVAC INSTRUMENTS M-320 5 CONTROLS STANDBY GAS X

~~

M-321 TREATMENT SYSTEM r I M-323 C AIR SAMPLING STATIONS' ~ ~ ~ ~

M-325 HIGH EFFICIENCY'ENTILATION

':-"X .-. C FILTERS COOLING AND CHILLED .X

~

M-327 WATER PUMPS

~

HVAC CONTROL PANELS .x M-336A .HVAC DAMPERS . X SGTS CENTRIFUGAL X '"

FANS'HILLED..

WATER RELIEF YALVES'

~ 0 Pr P ~ .INCLUDES CHELLERS R CONTROL PANEL) CHI Ll ERS TO BE QUALIFIED BY ANALYSISrCOt'tTROL PANEL'O BE QUALIFIED BY TESTINGS' ~

0

~

4 ~ ~

~ ~

METHOD OF QUALIFICATION CONTROL SYSTEMS c"~,-".4 i~?) EN 9

~ ~

P,O, DESCRIPTION No. ANALYSI S TESTI NG ANALYSIS R TESTING FI ELD MOUNTED

.,X J-03A INSTRUMENTS PANEL MOUNTED X.

J 03B INSTRUMENTS

..J-05 .coNTRQL PANELs .. X E ~

J"058 . CONTROL PANELS .- -X-

~ ' '

CONTAINMENT OXYGEN 8 5 ~

~

J-17 HYDROGEN ANALYZER- ~

I REACTOR COOLANT 'PRESSURE

~

g ~ J-27 BOUNDARY LEAK 'DETECTORS

~ '

J-31 ANNUBAR FLOW ELEMENTS h ~

'TD I ScTHERMOCOUPLES ~ ':. X 8 THERMOWELLS

~-

J-65 coNTR0L YALYEs

. X.

J-69 P ILOT SOLENOID VALVES J-.69B J"70 PROCESS . SOLENOID .VALVES EXCESS FLOW CHECK VALVES TRANS I ENT. MONITOR ING SYSTEM X

( ~

~\

~ ~

NET.HOD: OF QUALIFICATION

~ ~ . ELECTR I CAL EAU.IPMENT NETHOD

~.

nr ~ .. P,O.

."Io. DESCRIPTION ANALYS'IS ANALYSI S

~

TESTING

~ ~ ~

4 TESTIN E-109C 0 16 KYA 'SWITCHGEAR X E-112" LARGE INDUCTION MOTORS X .-

~

~

E-117 LOAD 'ENTERS

(

,, ~ E-118 MOTOR CONTROL'ENTFRS FUSE BOXES'ATTERY

~ I.'

E-119A CHARG ER S I BATTERY MON v X

.BATTERIES AND RACKS pic Ja.r .~'t: ~ ~ E-120 D( DISTRIBUTION PANELS X

'rC

~

9 LOAD AND CONTROL .

X .

E-121 CENTFRS r

P ENETRAT I ON 8 X,R

\

TRANSFORMERS E-151 MOTOR-GENERATOR SETS AUTOMATI C TRANSFER E-152 SWITCHES

'-155 CONTROL SHITCHES,.

QUALIFICATION.REQUIRED FOR SFISMIC LOADS ONLY

4 0

0 DETERMINE QUALIFICATION AWARDS r

h 0 REQUEST VENDOR (OR CONSULTANT) QUOTE

. 0 RECEIVE AND EVALUATE QUOTE 0 PLACE PURCHASE ORDER

~ ~

0. PERFORM 9UALIF I CATION 0 REVIEW TEST PROCEDURE REVIEH ANALYSIS METHODOLOGY 0 BEGIN ANALYSIS OR TESTING r

" 0 FINAL COMPLETION '(100X)

RECEIVE AND REVIEW REQUALIFICATION REPORT FINAL APPROVAL OF REPORT

~ '

4 ~ ~

~ ~

~ ~

S OF 0 PHASE II 3N-HOUSE EVALUATION COMPLETE COMPLETE I

1

'0 PHASE III ~

~

o QUALIFICATION 22K" OF TOTAL NO;; 01X 100X COMPLETE OF. P': 0 'S:

o QUALIFICATION SC

'EING PERFORMED

'-'- - -o===-QUALIFI CATI O'I -

WORK 32K:=

. BEING AMARDED ,~ ~ f Z

~ ~

1 1

~ ~

~ ~~

-0

'CHEDUZZ 100%

I . I l

70 r- -~'recast.

l

".j 1

I f.

I, I 75%

I l Actual 1 I

Forecast t

e ~ ~

.I Qualification. )

Being Perf ormeci 50%

I I

I I

r-- ~~

O I I'

Qua 1 ification Comp 1 ete- 1 00%

~

~

~ ~eh I

l I

25%

Actua1

~~

0 NQV DEC JAN FEB HARCH APR HAY

~ t

~ ~ ~

~ ~

~ ~

TORP

~

DYNANIC ANALYSIS'OF VALVE BODY TO DETERNINE NAXINUN "6" CAPACITY f

o STATIC TEST OF ACTIVE VALVES TO NAXINUN ."G" TO VERIFY FUitCTIONALITY o DYHANIC TEST OF ACTUATORS--

~ ~

~

~

~

~ ~

'0 ~, ~

ECHTE Sp CIF Cf-'.T NS

~

0 QUALIFICATIQH CRITERIA SPEC< 8856-6-22 BASED ON REa. GUIDEs 1.92, 1.100, IEEE STD, 390-1975, FSAR..

0 RESPONSE SPECTRA SPECs ~~856-6-20i BASED ON LOADS DEF I NED IN,FSAR AND'AR ~

~ ~ ~

~

~ ~ <<

~ ~

~~

~ ~ ~

~

~

~ ~ ss ~ ~ ~ ~

r

~ ~ ~1

~ ~ ~ ~ ~ ~ ~

~ \

~ ~ ~~

~ J ~

g ~

~ ~

~ ~

~ ~

o

~ ~ ~

OARS; ON.'AjI:1'Pt":.'!tIti

. PYNAi",IC LO~BS (;RESeoNSE SPECTRA)~

~ ~

0 . SEIlSSRC: (1'ASI.S';: FSAP; SEC'. 3.7S.,l). SEE SP C. 6-20 .

~ ~

o." .',GBE

~q o (SASHES ~

"oo oi SSE 0~ HYDRODYNANIG 'AR, PEV; '2)

- o . SRY< (c~u)

~~

o~- LOCA> (DpFR); .~

OTHEP.'PERATLI<!6 L'OAQS

~ ~

0~. PRESSURE

~ o TENPERAFURE V ~ ~

~ ~

o: Hozzzz LoADS

~ ~

oo

~o o~ ~ ~~ ~

~ ~ e ~ o e o ~

~

~ oo ~ ~ oo ~

ro ~ ~ oo ~ ~

~ ~

~ ~

~~ ~ ~ ~

~ ~

oo ~ +I g 4

~ ~ ~ orO oor o ~

~ ~ oo ~ ~ ~ 0 ~ oO

~ ~~

~~ +\

~ ~ ~ ~ ~ ~

p ~ '

~ P ~ \og oo o ~

~ ~

~ ~ ~ I o l )g

~ ~

o ~ oo ~ o y ~ ~ ~ '9g ~ ~ oo

) '9 ~

~

~ ~ ~ or,\ ~ t ~ ".so'~t +>>'+'!t; o ~ ~

5 oui o'o 4)~i. o";fo't'

~

oogoo

~

t +~

~

~

~

~ ~ ~

~ ~ ' ~ ~ ~ ~ ~ 0 ~ ~ ~

~ ~ ~ ~ ~

o ~ o. 0 ~o 0 ~ ~ r% o ~ ~ o ~ o ~ 'ol

~ ~ ooo OooH oO ~ ~'4 +o l go oo Q~ ~ (~ ~ ooo~ oOo ~

~ 4 ~ )oo $~

~

~ SH, oa

~

~ g o ~ yo oo tt

~

~

~

~ ~

~

~ ~

4 O>>lgooo ~ ~ .s too

~ ~

. o

~

oo ~

.0 LOAD COI'<8INAT Oi'lS ND 'A[.L01 A~LE ST,ESSES (BASIS; SEcT'o 3,10C,1,4 8 3,10c,1,5 OF .FSAP, TABLE 5,0 oF DAR.

n C

W,.'J USES LOH STP. SSFS

~ 1 OBE'. 1,25 Fs.,

~ 4i

'OBE + SRY 1.25 Fs SSE 1,50. Fs I

OBE '+ SRY + LOCA 1,50 Fs l

SSE + SRV + LOCA 1,50 Fs I

I~ FS = ALLOWABLE STRESS FOR NORMAL'ONDITIONS l.EX.! AISC ALLON)

NOTE: DEAD LOADS AND OTHER OPERATING LOADS ARE ADDED TO.THE ABOYE CASES<

~4 ~ ~ ~ ~ ~ ~ ~

~ ~ ~ ~

0 ~ ~ " ~

~

~ ~

~ ~

~ J' h ~

~ o ~ ~ ~

~ ~ ~ ~ ~

~

~ ~ i ~ ~ ~

p ~ ~

~

0 I

i 0

~ re 0

~ 'I ANPIH- VA UFS

~ *

(REF, BAR, SECT, 7.1,7,0,1,2)

'BE ~ ~

SSE OBE + SRV OBE + SRY + LOC'A

+ LOCA 2X:,"

SEE .+ SRY MAY BE USED'F THERE TS TEST EYTDENCEs HIGHER DAMP1NG  !

0 ~

~ ~ ~ ~

~0 ~0

~ ~ ~ ~y

~

~ ~ ~

~ ~ ~

h hho ~

g ~ o~

~

~

~0 0

~~~

~ ~

~ ~ ~ ~ ~

~ ~ ~ ~ ~

~ ~ ~ ~ ~

~ ~ ~ ~ ~

~ r 5 ~

~ ~

~ I ~

~

~ ~ ~

~ ~

~ ~ ~

t 1 ~ \ ~ ' ~ h ~

~ C ~ ~ ~

~ ~

~ ~

~ ~ ~ ~ ~ ~ ~ I ~

', ~ ~

~ ~ ~ E

~~

~ ~

'0

~

CT ON E ONS SP CT

0. '" I ENVELOPE FLOOR RESPONSE

'I SPECTRA 0 CONBINED SPECTRA. OF VARIOUS DYNANIC LOADS (08E/SSE> 'SRV~

. LOCA) ..

ASS O SUYi O SRSS

0. EXAHPLE (NEXT WO YI E'i'(-GRAPHS)

'I

,0 ~ ~

~ ~ ~0

~ ~ e

~

~ ~ ~ ~ ~ ~0 ~ ~

'I

~ \ ~

~ ~

S ~ ~

0 ~ ~ ~ ~ ~ ~ I~ ~ 0~ ~ '

~ ~

,oo ~ ' ~ ~

~ ~ ~

~

~y

~ ~ ~ ~

~ ~ ~ ~ ~

~ I

~ ~ ~

4 ~ ~

~~ 0

~

e g ~ ~

+~ ~ 4 ~

~ p I ~ ~

~ ~

~~

~ ~

~ P

~

'Ill I'I

~ ~

~

j

~ ~ ~ ~

I"

~ ~

"IIII

~

~ ~ yl ~

I I I I I 0 ) III I I'I I I I. I

~ f S.o I~

t4

~

m giO ~ ~

01 Z

O'O I ~ t O

J>0 O

0w ~

G.

2i0 CO( BEEP,/AS SUN

'O 1B E SS h S'S

~ l LO.CA

/ $ R.Y, 4 6 8 gp.. <<2 4 5 . Supp 4 .

6 $ lpp

'REQUKiICY-CPS ACCELERATION RESPO,"ISE SPECTRUH,-

FOR SGTS CENTR I,FUGAL FANS CONTROL BLDG ~ EL806 0

~ ~

". E N DIRECTIOll'. (SSE + SRV +. LOCA) t 2'AHPING s

~ ~

~ ~

~

4 ~ ~

~y ~ '0

~ "~

~

~

~ ~

e

~ ~ = ~ ~ 'l .

~ ~

h

~ ~

hh

~ ~ I

. S.o

)0 4io

'z.

07 0

v.

~

r% .

~OO w

O U

C OMB.I NED .ABS . SUM- ".:::..

0:

QHBIPPD 'SRSS 0~

0.

2.0

/ ~

)0 4h a SSE fi '0 o SRY LOC 1

o'.1 4 B "8 L0

' O','. ~ 8 810.0 4 5 ~

8 100

~

., FREQUBlGY.CPS I '

ACCELFLERATIO."1 RESPONSE SPECTRUM FOR SGTS -CENTRIFUGAL FANS CONTROL BLDG) EL806 -.0, ~ ~

h YERTICAL DIRECTION'SSE- + SRY + LOCA).e 2'AMPING

~ ~

~ a1 V ~ hV 0 ~ at ~ HO 0V ~ ht ~ h ~~ ~ tV ~ ~~ ~ ~ ~ Wt hh ~ 0 IVOR ~ V ~ ~ ~ ~

~ I

~ ~

0

~ ~

\ ~

~ ~ ~ ~

I

.s r

~ I

- 'UALIFICATION'ETHODS I

I 4

" ~

.-'..',=,

J

~ ~

e . BASIS IS SPEC,.l '..G-22 .

'L ~

4 ~

NADSIS (RESPONSE SPECTRUM METHOD)

~ i, ~ ~ 8: '

STRUCTURAQ Y. SIMPLE.

SINGLE DEGREE OF .FREEDON SYSTEM r

- STRUCTURALLY RIGID .

,~~ 33HZ (SEISNIC)

~ r ~

I f ~~'80HZ (HYDRODYHANICj

..STRUCTURALLY.. COMPLEX

~ ~ i ~

4 NODAL ANALYSIS."

I I ~

~ rl 9 NODAf COMBINATION OF RESPONSES-

. SPATIAL COMB1NATIQN OF RESPONSES .*

i. - BASIS FOR RESPONSE SPECTRA IS SPEC.

t

~ 6-.20 ~

(~~

I I ~

~ g y1

'o

~ ~

~

eo

~e ~ o

~ ~ ~ ~ %1

~ ~

~ o'o' o ~ P ~ ~

' ' ' ~ P,A ~ 44 ' '

e ~

~ ~ ~

~ ~ 'r 'e ~ ~

Ve A

~

~,, >>/o~ o

~

g>> oQ, o

o>/4 g lgi~' ~ ~ +, '/ ~ + ~o. ~ OO g'e~) r + 4, ~ g~,'>> '>> rye' >.4 oo'o

~

o o 4>> ~ ~ ~ ~ o e

>> ~

~ ~ ~ ~ ~

i jC"T 0H H- RODS. '.

~ ~

~ e ~ ~ ~ ~~ ~

~ ' ~ ~ ge ~ q>> ~

~ ~

e

.0 BASIS IS SPEC' . 6-22 0 . TESTIHG 0 . Ih'.-SITU TESTING.

0 - FOR SIMULATIOH.

1

'=

0 . FOR VALIDATION..

e SHAVER TASLE.TESTING.

0 RESONANCE SEARCH QUAL IF I CATION TESTS Tp$ +. pp$

NULT I "AXIAL~ RAHDOth l>OT I ON CONFINED ANALYSIS AHD TESTING

'*. BASIS FOR RESPONSE SPECTRA IS SP'iCe -

0 6-2"..

I el e'

o

/

o

~ ~ ~ ~ ~

~

e ~ ~ ~ ~ oo

~

~

. ~

~~

~

~

~\

ooo>>to ~ ~ 'b ~ ~

~ ~

~o

~ ~o ~

~o ~

~ e ~ ~ ~ ~ ~

~, ~ ~ e ~

g ~

~ ~

~ ~~ ~ o' ~ ~ ~

~~ H ~

'c

~ ~ ~o ~e

~ ~ - ~ ~ 'o ~ e ~ ~ e

~ >> ~ ~ ~

~ ~ ~ ~

~, ~ e ~

~ ~

g ~ ~

~

~A ~ ~ ~

~ ~

~

~

~ f ~

~

a

~

~~

~ ~

~ ~

~

~ ~

~ ~ ~

~

~

~ I

~ ~

I ~ ~ ~ ~

~ W

~ 'I

~ ~

EXAMPLES OF QUALIFIED: EQUIPNEtIT .

~ 'I ~

0

=

~ ~ l' EQUIPYiEHT QUALIFIED -BY ANALYSIS EXl HIGH FFFICIEHCY YEHTILATIOH FILTERS ANSYS

~

FINITE

~

ELEMENT MODEL

/

EQUIPNEHT QVALIFED BY TESTING EXi SGTS CENTRIFUGAL FANS>

0 ~

I ' ~

~ ~

~ ~

~0

~ ~

~ ~ ~ ~

ot g; ~ >.

I ~

~ ~

~ ~ ~

o J'. ~ ~ ~

I I. o l.- ~

i" y ~ ~

~ ~

~ ~ ~ ~ '

o o ~

~ ~

~ o

$$ ...~ ~

/

~;-

~ <<

INLET .

-0

~ o ~ ~

. ~

-,t-,V go

~ ~

~ ~

4 ~ ~

, Q @y q5+qG+ r o ~

'1 o

~ ~ ~.

~

~ ~ 0

~ ~

4/m i'4P

.'I.

o ~

~ o P

~ ~ I

~o ~

~

I~ ~

~

~ ~ ~

~ ~ ~ ~ ~

~o ~.

~o ~ ~ ~

~ '

~ ~ ~ ~ ~ ~

~ ~ ~~

~ ~

~ ~ o

~ .a ~ ' ~ ~ ~ ~ ~

~ ~

, ~ ~

k ~

~ ~

~ ~ "~ ~o ~

~

~

~

~

~

.~

\

~ ~

~

' ~

~ '

o

~

~0

- g ~

~

~

~

i I~

~o ~ ~ ~~ ~ ~ ~

~ ~ ~ ~ ~ ~ ~ ~

~

C

~ ~

"" '<. HIGH EFFICIENCY VEHYILATIOH'ILTERS-CABINET'SEG/lENl'S'ELATED TO HODEL" --

~

~ ~

~ o ~ ~

~ ~ o

~ ' ~

~ ~ ~ ~ ~ ~ ~ ~ \ <<0'

~

~

~

<<<<ow '

<<o

~

~

~

<<<<oo

~

o I ~o ~ <<<<o<<<<oo<<<<<<<<o <<o 4 << ~ <<

~ ~ ~

~,

~ ~

~ ~ 4 ~

~

J ~

~ ~

rt ~ ~

~ ~

~ ~

~ ~ t~ . ~, 0 ~

~ ~ ~ ~

~

~

y )

~ ~

q ~ 1 of

~ ', ~

~ ~ 'I

~ ~

~ ~ ~ l. ~

~~ ~ ~ ~

~ ~

~ ~

g ee

~ ~

~

~

a

~y ~

) ~ ~

~

~

~ ~

//~ ~ ~

~ ~

~ ~

~ ~ ~ " + ~

~ ~

~ ~

'0 ~.

~ ~

~ ~

~

~ y 0 ~ ~ ~

I ~ ~ ~

~

~ ~ ~

~ ~

~ ~

~ ~

~ ~

~ ~

FOR HIGH

.NATHBlATICAL NODEL (SSYS).

~

~ 'e EFFIC1ENCY.VEHTIL'ATION FILTER

~ ~, ~

w ~ A ~ oo ~see o

~

~ I J ~ ~

~ ~ ~ ~ ~ ~ ill 0 0 WO ~ ~ ~ ~ ~

~ ~

~ ~

~ ~

~ ~

HIGH EFFICIENCY VENTILATION FILTER li~ATURAT HODR'REOUEIOCXES

~I'

~ 'L cl.' .

~ ~

Participati on.

.:.I Ho8e I 't* Y I 7I

'.15

] Q g

1

~

21 89 0. 03:17 0.0301 t ..' I, L ~

2

~

28.13 0.0189 0, ~ 0784 2. 12

~ ~

50 28 0'. 0310 0.0171 0.519 .

'8 I i 6 ~:

8 '..

' '2  :

50

'2.27 53.13 57.33 79 0

3 ~

0 0925 743 1.124 '

232

'0 ~ 0325 0.356 4;.095

2. 422.

.0.777 0,100

~

0. 03.31

0. 0755 0.0414 0..0141 .'

~ 239

~

60.02 0. 0317. . 0.192 874'actors 1. 103

'7 9 .

-:" - -:.10 .. 3. 399., 1.214 0.'0424 '

3.

67.56'3

'74 82 0. aSSi 0. 195 '. 0. 855

.: t ':~12 23 0.;.0916 0. 0917  :.1.44

'.365

.; ."'.-.".--13

'. '9.89 '- . '-82.50 3. ~ 636 . 0. 119

','20.9

,-::."X4 . 1.309 0.758 0. 114

~";: ".:.:.::-:,3.5

"=-"'-"-.'-.-."..~ .':;.:...3.6..:-.,';.

'.-. '"...:".-.,'f 1$ ' '.

97.64 98 75 103.0

0. 151 0.0684 0.0264 0.844 0.525 0-0273 I

0. 160' 6l6

~0aM

.::.'" 18.:. 6 l2'20 Oi 200. 0."J)~0,9 .

" 19

'13.5. 113.1 0.0192 0.0476 0. 135

',03.':-".".'.

20

'0603. '266 0. 086.

~.'..".

..:

'2122

)i-1>8 0

7 0. 676 0 3052, 0

1.828 0.349 0

0. 3.04

~ 326 23 3.33.1 0 ..032 '0.1133 0;767 24 140 3 0. 0748 0'. 0673 0. 234

.25 .341 4 0. 0635 0. 0. 032

~ ~

STRESSES

~ 0

'1. 4 ksi Cabinet Hembrane E3.ements Sealer: Hall 3.8 ksi Txus Elements 4.2 lsi 0 ~

Carbon Bed Perforated Sheets 0. 35 ksi (shear) .

~ ~

0.7 Rsi (comp. )

I y

~ ~ I

~ ~

~ 'h ~

l

~

~ ~ ~ ~ ~

~

)I e ~

~ '

i V.n . ~ ~ O~

~ ~

BllFFALO FORGE FAN 70 91665 aoel 135479-1 HORIZO'ALAI"0IAXIhf PAIR 'lW DANPING 2+0%

'rgb 5 6

~ ~ ~

~ ~

~ ~

~ ~

~ '

~ ~

~

~ ~ ~ .F.

'p'4 Q

H

..0 ~

~ ~

ll

~ ~ ~ 0

)

5. 1 U 3 ' C U

~

.2 ~ 0 I

lj yl g ~

i '+0

~ ~

V l ~

)

y ~

j 0 l ~

~ ~

~ ~

~ ~

I O~

~ ~

Owl 2 4 ~ 6 ~ 8 1 . 2 4 6 '8 10 20 40 60 80 100

~ ~

rasoOzwcr-cp .

h TRS vs. RRS FOR. SGTS CENTRIFUGAL FANS:"

~"

~ ~ h

I ~ ~

~ ~

~ ~

IF'ICATION PROGR

~ K ~

T.ION P AN E NP S .

St(ITCHSEA 0

..-.o INSIT0 TESTING BY IYLE TO DETER~)IHE ST.UCTURAL.

DYHAilIC CHARACTERISTICS.

~ ~

0 SIi36LE CELL CGilFIStjPATION o MULTIPLE CELL COHFIGUMIOH l'.

SHIP UNIT 2'UBICLE TO HYLE LABS o SIflDLATE, IIISITIJ CONDITIONS ON'HAKER TABLE'i 0

~

~

o SINGLE CELL o HULTlPLE CELL o 'HAKER TABLE TEST

/

o DEYiCi<STRATE TRS > RRS

. 0 6EiHERATE .VIBRATION ENVIRG;"<YiEi<TS FOR CONPOiNEHTS SHAKER TABLE TEST FOR COMPONENTS FI;"lAL REPORTS

~ I ~ ~ J ~

0 p

e SQRT

~ ~

~ ~

PREVISIT INFORNTION FORNS

o. 7C Yi/R o 190, FORf'iS

~ w ~ + ~

. QUALIFICATION SUNNRY FORNS

'P

~ ~

,SORT

(

'REVISIT. INFORNATION FGPPS o 70 NIR o 190 FORNS QUALIFICATIOH STANNARY.. RBHS

~ ~

0 GE SQRT PROGRAM REVIEH SUSQUEHANNA STEAN ELECTRIC STATION NSSS EQUIPNENT SUPPLIED BY GE RH: F'AB/1825 12/15/80

~

PROGRAN BASIS o . NRC LETTER OF FEBRUARY 23, 1979 FRON R, S, BOYD TO THREE LEAD PLANT UTILITIES (ZIMNER, SHOREHN. LASALLE)-

o IEEE-STD-300-1975 R,G, 1.92 R.G, 1.1QO SRP 3,9,2 SRP 3,10 o MULTI-AXIS trlULTI-FREQUENCY CONCERNS HYDRODYNAf'1IC + SEISNIC LOADS OPERABILITY RH:r m/1826 12/15/89

~ ~

~ I ~

.GE APPROACH I

o SIMILARITY COMPARISON.TO EQUIPMENT ALREADY QUALIFIED

/~. TO SQRT REQUIREMENTS (MOSTLY. BWR/6 EQUIPMENT)

I o UTILIZATION.OF RESULTS GENERATED BY GE'.S NEW LOADS

'DEQUACY EVALUATION PROGRAM

. o PERFORMANCE OF ANALYSES TO SHOW ADEQUACY OF ORIGINAL QUALIFICATION WHEN INTERPRETED TO SQRT'CRITERIA

~ ---. -- ..--.-"o.-'=-- REQUALIFICATION OF EQUIPMENT WHICH CANNOT BE SHOWN TO BE ADEQUATE BY ABOVE STEPS RH: PAs/1828 12 j15/'80

~ ~

EQUIPMENT SCOPE o FLOOR MOUNTED EQUIPMENT (PUMPS, MOTORS, TURBINES, HEAT EXCHANGERS)

.o PIPE MOUNTED EQUIPMENT (VALVES, HEATERS, ACCUMULATORS) o SERVICE EQUIPMENT (REFUELING PLATFORM, RACKS, GRAPPLES) o CONTROL ROOM PANELS R DEVICES o LOCAL RACKS 8 DEVICES o LOCALLY MOUNTED DEVICES l

NOTE: ABOVE SCOPE EXCLUDES RPV, RPV INTERNALS, PIPING AND PIPE SUSPENSION SYSTEMS RH'.eAs/1827 12/15/80

~ ~

~ ~

p

~~

RE-BfALiRTION STAtUS. ELECTRICAL EmIPfBG' RE-BtALNTIN GXPLEH Eh%0L KKf1 PAILS 8 DB/ICES LQCAL fNCIG a.DBtICES o RE-BtALNTI53 IN PROSRESS LOCALLY rm TED DBtICES d

~ ~

e :e ~ ~

RE-Et/ALUATION STATUS NKHANICALEOIRPlT

o TOTAL 38 PIECES OF ELlIPf%6' RE-B/AUNTIN (OPLHE FOR 26 HXlIRHlT 20 PIECES QNLIFIED 6 PIECES HOT NAUFIED o t6C RNf"8 CQPLEH FOR 26 EKlIRM' MRT PACN6E CGPLEH FOR 35 EUIMG'Q tt'LETED PACNGES BEI% REVIHH

0 0

~ ~

J ~

1 I

~7+TuZ ~d'w+~p' I

ELEC 7 A'AL/

Fd Fo ~ale,., r'eA & ~~7 J

f Yc Peg~~'rp f'cpu+/r. Fi'ea

. ji'~

o PCPfPA/'P.CA ~

f

>MS~ ~~/r.-' ie~ A S'~A7'--

cPS pa f 8p&~/'O' Cp~orz/~Ca7$ '~

I

QW~ MAL/Peg~ prnm I

A/PAL /pE/8'54'+

EL~a rA/m ~

Hl4 -/'4 8

~i h'~9-P~ae pZ~

gDZ W D8'V/CPS

~

~

o N~CA+PJCg f NwJ Li Bemire. Yo/eat pal/ A,Cg ~A ~

H8'Cl 7eer4iri e 2>~- Yesse/ j&c+

CgN Ya/us~

t P

N

~

t P l e g&EYHLPPTI@4 do~/zA pn Wi~ump' 0'

@>-mQAL/&s+7~~AI

/9d'/

Q~~je~ +eaWiag Qep /%&(

I g S'em@ &4~~@ me ~/i~

pd'ed~/ 8'm@~P g~e'iag C~/d'4'fag j8Zj 4>PICA+, I t

t

gytW M~<<.P'i~ '.l9!~<~

r

~

.CF'-.'c' QOvkt /)gal 7~ CdQ~~ViyL /twZ i'r'8C i,c: d~g

,:.C Zc&PM /a7 P2A(~. , zV12C/W/HQy3:

ggu~CS ~z ~/s ep~~g I

I'L E

giwis9 8&

g'. C-OWN~~?., ~~

. R'S R,AXAcor 4~ /AC/t f~Q:

.S. /s~~ Cv /3~

Pic. Ifcfrc'I IPd kc l * /3e~AW i

j. D- Z.rq&outk j p'j p' Kiv'rc

/Fav~ l/ 8;WL

~ggR EC(

p4. 5u8.up H)

A.J;78ulFPAtevDO LOS J +ldc7A'i c. -9J

@,4J. Qar/~ /Ilgwu

~ A 'uc6. S~X

. d. 8. P8>a8aeson SRZ f<. M gicgawsa+ P%c

~'<., /~~> i )

g~(cW~~~~~