ML20126K702
| ML20126K702 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 05/13/1981 |
| From: | GENERAL ELECTRIC CO., STONE & WEBSTER, INC. |
| To: | |
| Shared Package | |
| ML20126K701 | List: |
| References | |
| NUDOCS 8105200266 | |
| Download: ML20126K702 (650) | |
Text
{{#Wiki_filter:l O LJ l
'~)
(J l 1 I ATTACHMENT III TITLE PAGES, SUMMARIES AND SQRT FORMS FOR S90REEN4 EQUIPMDIT f~h (_) May 13,1981 Long Island Lighting Company Stone and Webster - AE General Electric - NSSS 810 3 20 0$ 1
1 EQUInJENT ITEMS SELECTED POR AUDIT BY NRC SQRT AT SHOREHR! MUCLEAR PO'lER STATION NatC STONE & 'JEBSTER GENERAL ELECTelIC MASTER PARTS LIST NO. "AR" NLHBER (VPL) NUMBER 1 1H11*PNL-613 H11 Po13 2 1H21*PNL-10 H21 P010 3 1H 21*PNL- 36 H21 PO36 4 1C612.PT-G06 IC61 N006 5 1E32=PDT-033 1E32 NO39 6 IB21*RV-092 B21 F013 7 IB 31*MOV- 031 B31 F023
'8 1C41* P-0 24 C41C001 9 1C41*EV-010 C41F004 10 - 1R24*NCC1123 11 1R24*PNL-G1 ,
12 1T48xRC-002 13 IT48*PNL-68 14 1746*L/U-059' ( 13 1E21*P-049B 16 1 P41*MOV- 36A 17 1B 31* A0V-0 C 2 1E 1E11*PCV-00 3A - 19 1 R 23*T- 10 2 20 1M50*PNL-04 Al iB21*A0V-081 B21F022 A2 IB21*PS-0/0 B21N015 A3 1B21*TE-043X B21N016 > A4 1B31*P-001 B31C001 A5 1C11*LS-095 1C11N013 A6 iE51*RV-145 A7- 1551*RV-149 A8 1T46*ACD 040 l A9 IT46* HOD-034 s . , - - . - , - , ~a r,.- -e--.~,w.+--n-.w-.,.-,-...--e.---,-c,-,. .-*,,....----.,,--me-,- .ew,,.-v.,-,--- ,,wr.--. w -s , e ..- , m ,e v ew = m ,-
nsss-1 O SHOREHAM NUCLEAR POWER STATION UNIT 1 SEISMIC QUAL.lFICATION R EEVALU ATION CLASS lE EQUIPMENT 1 l COMPONENT NAME: CONTROL ROOM PANELS l MPL OR EDL ITEM NO,: AS UTACHED l MPL
REFERENCE:
H11-P613, P621, P622, P623, P626, P627. D655 THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN j EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED EQUIPMENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY C0"4ISSION SEISMIC OUALIFICATION REVIEW TEAM (SQRT) REQUIREMENTS. PREPARED BY: E. S. RAMADAS / DATE 3rd April,1981 l ( l v -vs j ORGANIZATION SCIENCE APPLICATIONS, INC. l REVIEWED BY: R. W. Hardy ' DATE C/4, /f / SQRT PROGRAM MANAGER' i l APPROVED BY: S. E. Hassan 5. C J/; w DATE f _ s - f"/ ; RESPONSIBLE DESIGN ENGINEER j l GEN ERAL 'h ELECTRIC 3-65 I -
i i QUALIFICATION Sl02fARY AND EV/.LUATION BY THE REVIEWER FOR NSSS-1 IS IN ATTACRIENT V I i i l l s. erwe- *ee,+ -, :,we-
Qualification Sumary of Equipment I. Plant Name: Shoreham Nuclear Power Station h
- 1. Utility: LonoIslandLicitinc_Cgmpany PWR
- 2. MSSS: GE 3. A/E: Stone and Webster BWR 4 Mk 11 II. Component Name ,
- 1. Scope: [X3 MSSS [] BOP
- 2. Model Number: H 11 - P613 Quantity: 1
- 3. Vendor: General Electric
- 4. If the component is a cabinet or panel, name and sedel No. of the devices included: As on attached device list
- 5. Physical Description a. Appearance vertical Bosed
- b. Dimensions 30" x 90" x 36"
- c. Weight N/A
- 6. Location: Builefing: Control Room Buildino Elevation: 63 ft.
- 7. Field Mounting Conditions (Xll Bolt (No. LA, Size g )
,i Weld (Length )
.J
- 8. a. System in which located: As on Device list
- b. Functional
Description:
As on Device list
- c. Is the equipment required for [] Hot Standby [] Cold Shutdown
[X3 Both [ 3 Neither
- 9. Pertinent Reference Design Specifications: Reference 5 O .
~mee * = -
[ 2 III. Is Ecuipment Available for Insoection in the Plant: [] Yes [] No j IV. Eculpment Qualification Method: Similarity to tested Panel (s) [X3 Test [ 3 Analysis [ 3 Combination of Test and Analysis Qualification Report *: Seismic Reoort Clinton H22-P028: Perry HlS-P654 (No. . Title and Date) Ar in Reference 1 Company that Prepared Report: General Electric Comoany Company that Reviewed Report: General Electric Comoany Vibration Input: 1 V. 1
- 1. Loads considered: . a.[X3 Seismic only b.[ 3 Hydrodynamic only c.[ 3 Explosive onlj d.[ 30ther (Specify) e.[ 3 Combination of __
- f. Method of Combining RRS: [ 3 Absolute Sua [ 3SRSS [] N/A (other, specify)
- 2. Required Response Spectra (attach the graphs): See Section 2
- 3. ' Damping Corresponding to RRS: OBE 7% SSE 7%
- 4. Required Acceleration in Each Direction: [X] IPA [ 30ther_
(specify) OBE S/S = 0.5 F/B = 0.5 V= 0.3 SSE S/S = 0.5 F/B = 0.5 Y= 0.3 ,_
- 5. Is long-term vibration lead effects considered [ 3Yes [ 3No l
1 l , O_ 12/B0 ; l 1
. l VI. If Qualification by Test, then Complete:
random i
- 1. [ ] Single Frequency [ ] Multi-Frequency: sine beat i In and out of chase
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No. of Qualification Tests: OBE 5 SSE 1 _0ther ,
(specify)
- 4. Frequency Range: 1 - 33 Hz S. Natural Frequencies in Each Direction (Side / Side. Front /Back. Vertical):
S/S = 14 Hz F/B = 33 Hz V= >33 Hz
- 6. Method of Detemining Natural Frequencies
[X] Lab Test [ ] Insitu Test [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS & RRS graphs'
[ ] No
- 8. Input g-level Test: OBE S/S = 1.0 F/B = 1.0 Y= 1.0 SSE S/S = 1.5 F/B = 1.5 Y= 1.5
- 9. Laboratory Mounting:
- 1. [X3 Bolt (No. 12 , Size 5/8 ) [ ] Weld (Length ) [X] Clamos
- 10. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 11. Test Results incl.uding modifications made: The tested canel maintained its structural integrity and class IE devices performed their functions except as noted.
- 12. Other test perfomed (such as aging or fragility test, including results):
Fragility levels were applied, as on device list, to establish seismic capability of class IE devices. , l 12/80
VII. If Qualification by Analysis or by the Combination of Test and Analysis, then comolete:
- 1. Descripition of Test including Results: N/A
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equipment Static Analysis [ ] Dynamic Analysis: [ ] Time-History [ 3 Response Spectrum
- 3. Natural Frequencies in Each Direction (Side / Side, Front /Back. Vertical):
S/S = F/B = V=
- 4. Method of Determining Natural Frequencies
[ 3 Lab test - [ 3!nsitu Test [ 3 Analysis 1
- 5. Model Type: [ ] 3D [ ] 2D [ ] ID
[ ] Finit Element [ ] Beam [ 3 Closed Form Solution
- 6. [ ] Computer Codes:
Frequency Range and No. of modes cor.sidered: , _
- [ ] Hand Calculations i
l
- 7. Method of Combining Dynamic Responses: [ ] Absolute Sum ( 3 SRSS
[ 30ther: (specify) l
- 8. Damping: OBE Basis for the damping used:
SSE
- 9. Support Considerations in the model:
- 10. Critical Structural Elements:
Governing i.oad or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable O . Maximum Allowable Deflection
- 8. Max. Critical to Assure Functional Oper-Location ability Deflection l
i 12/8D _ . _ _ . - . _ - . _ . . . = . _ _ _ _ . _ _ _ . _ . . . - . _ . _ _ . - _ . _ _ _ . _ _ . _ . _ _ _ _ . _ _ _ _ . .
o - ,~.- e ie () SEISMI,C QUALIFICATION REEVALUATION CONTROL ROOM PANELS CLASS IE EQUIPMENT Panel MPL Ref: H11-P613 Panel Dimensions: 30" x 90" x 36" System: Huclear Steam Supply Shutoff Process Instrument Parje,1 Iocation, Elevation: 3-63 - CURREMI SEI5MIC CAPA88tliT/ MttlMUM EIPECTED pp OE50RIPil0M PURCMtSt PART Ouc. HAttvNCil0N tlMIT PCAK ACCitERAft04 At t0CAil0m ,p,g,gg f-b s-s v f-b s-s v l 82tA-K02A.9 Relay 145C3238 _P001 4 l 5 1.1 2.15 2.5 0.9 83tA-K458.0 Retsy 145C3239 _P002 4 l 5 1.1 2.15 2.5 0.9 , 4Hwnction Lt 6t (51-t603 laverter. DC to AC 145C302? P007 15 15 10 0.9 1.5 1.15 er Ittt-71 ($1-K603-1 Filter 163C1566 P001 4 5 1.1 1.5 2.55 1.2 C33.R01A.8 Retar It5C3238 _P001 4 5 1.1 2.15 2.5 0.9 6 % 8' l I i
~
F i:t : :-- %- M' 9 .
!RiI~4Mr +$2j :-$-L M H ::. -
2: 9 4- 41.- :-! - I
* * ^ ~ ~ ~ ' M" T lH2.!
E . : ~.H. 1 i. i H. ? - i. f. E. ;. 3. ;.;. . : :_..__1-' ~_1 . ij. I
- a. :.;;
. - .... .j:..- :; .:--: -- .a rc ::. _ --- .. :
9}. .... . . ..j' 1
* - - i
- t" : " -: : 1-----T. "
.: t- l.
. " . . +. . ..
u d...-_.,...}.......
..cc,un =...,.. T.._. _
._ i 4__
.-.1.__ __. ._..l..~._.."........J.-.c.
.-t
- n . . .. f .. ..n__T. _ .._.4
, 8... ) l-_ : __. . . . . __ _ n. _ _: _ - _
P _. f....n;...=._ .__. c . _ .____.,_....._: . . _ _ _ . _ .
.. _ . . ._ .. .y....
.. M. ._ + __ t .
u,.._ ... . . . . . . . . . . . j ._ .- 9 .1. . ..._ . ..
\ .j j ...
; uJ 6_a.: % .m..
J , . -- u.-
. u
~
. : OJ . } . .: : .
..m: .: 2 =-
i _: .;.,, 1.
. ._ .} ..~. J
~ - " * - ~
-: . ~ ~ : .; E".I7. ,1' .
,. 4T7 _.:.m n m*: . - -
bJ ~~, ~~ p g.. ..e , .
+- . . .
p m,l 77 . . .. d. ..,
- 7. ,. 1,i}~*h . ..
._ ..' .} .: .
-~--v=-----r:.---+ -
a
-----.. g_-_m-..-.. . . - : n ;:. -;- -I _-- _
_ ~ (
. ; ; b, . -u..W
._M..._i._____..____._.... - _.t.-- -
f .
..y .w : r cd,.. _+{....c... x. : _ . .;w . 4 /. .: -- - i - -i
*- T= 1g.;.
. _ _ . i . l 3:Wo - :- ra m , . . _ ]' . . _ .: _.. m} .. q . . .
..,...r
. < i .-
.n.r W .. . .. . ~. .
._. 2 . l . 4. . .. . . _
.l.... ...._._.1._,_ : _ . . h_._.1. _4. _ _j _. . ._. . - S. . .. _ . .. _.
...O . . . . . . .- . .. .
. . . . . _ ._..g.g, _.w. . . .. .,~.D, ;
. . - m . .w, . , .__
- u. ,.
.o; A . , j ..,..3 _ _ o. . 4- . j . ._ . . . _ _ , _ ,
g..v).s g, y.. .. { .g .. _
' .. . . . . .__._ _ . . . w ._ , . _ - . . . . . , . -
._ g _ m. ___. . _ _ .
wg_ rr . s .._. . __.J.
.e.w$_. .._.. . . . _ . _p. _ . . . . _ . . _.__
_.._._. } _._
%g.y nr ,m i. , , p.
i. D.
, , , i ; i
~~n
.1 iLJ.j !
c , ,, , . a , L. ,' ) %. _ .. o'-{. . , A _L O . D ..;= .] i!! !I I 4. I. Old m .I. l.
&. .p. .pg.. li iiii iii4
, - _. _.i,,,,i,.i. ....i. ,,. ,.,
-.- ..i- y. .~iTl .i- .i i. i.
e oil ,
.. !4ji l
..i .n i.ii ._ n. i .-
a ... t __ i a in lit i;il i. i , it'i rili iiii lll l j ' i % ui iiil .i m f1 t g
- m. ., g =5 --
;y._ q = p::- :m :: .=m u_ yg q:- g
.a. -r= - ;=- .n:: :::=r ::p:=; .;j.= =- =.--w._.
F
... .... n:;; m.m u :g:.: =:--~ :-. ;. m. ..:.
. .. 2.
.-al:i.... :=: . $ - ~, := .
- = = .= . === .=w .: uu= =::: -
- -::= := - E 1_ : _. .
l -- -+::: : : p =M- f _ __.q : ._p :_.. ap :* .=:: q:.2 ....t:nr--W,f
=n:7 .: _:f._:_3 ::in:1 = -c=:.%:l.
- .l:n.:1n ne gg ._ . . . .
- r. "
.=.m : :1n .:.. '
__. R _.. _ M=ini Mi'~.ki hiN
~
. _ . ...h.~fCi"E -
hiih:*- un1: N: r :--: .rt--- t :--- r!- -" ,. 4 .l w _. _. . g ..q.. 4,t.. ... .
.. ._.. _.3 . _.. + - , , .u ; ._p ._ . m.._ __.4 . . -{,(- ,
R v i.i= ri.?.H : F. ~. y. T.___. . ~. ~_.,-'9.j s:-4. !. :_- M. . .n. .
.. :. i. u n. :.-3 ':E H. . - W.; g:.3' +j F. . .f.'H.it . . . t. . . i. j . -. } ;. ;--.: t .. .._.
. . 9.
= i+ "..
- :r
. : : t:. =--== c w u::
v' . :1:
~: :. = ==:. : ~_
- . 2 -
= - J: q.. u=:.=: - : -m _ .
. ....i. -
.=:===..
- ~:
===
y o
- 1---}s5M-NW ==i ="'-Mi"". ~ ._M _ _ . _. _ 2$EM 7M"O =- ~ _ . ~~+ $
- fimy. .-- -.p.=._. . . . . .T~K:p }m I- .j.
'~
,f m, E-~h...T. . - : u_--
. . .. L .:.,___._. ..
.4.. .=.. .p.:. r .%1... -
- j -
R u.i m
.. . ......-.. __'t__ . __ ._ .._._.
((m. jj ._.. _...__....___4. L,,
. . . . . . ,-.. . _e.. _... ~..
_........._..d..m,.
..j .... . .-. . . .
. l . . 1. . ,
i_ . ._, .. : .- + ~. . _ f}, . ,, . _._t_....
. { _.. .- J . .
.y 9 ..,...
_. .-_. .. . . . . . . . . . . . . . . ...y. .. y_. 4 _ . _ _ _ r , R 4 4J . . . l- , { Q .- _
...4 __e. ,.
g .
.- a ._. , . g , . ,
j.._. . ..{... -J.-.. _.q- . . . _ .
..g... y. . . . __
. .. s*" ._q . . . . . .6..
2J j J Ig J h l
..g .u. a .. .. . _..
).
> e T-
[Y w w
, s s a l .
'i le* .O; ' ! 8 ! --
_.h . -- ..
. ' . .-'t,i
, .. ,.8 .. . . .
.ItI
.- lL. Q. I i1 - -
....~
..i ..
a ,' f j i.
,n j . .
1.- 1, .m.1,, , j,.
.. n. a . i .,. m . , .. .,.. .
J .n. . in1 i..n
.R, . .d l,
.-j. . . .c u, I . .m
\. . m 7
i i w d u. , i1 i'
; il
, .. . . _ . ._..-.. _ u __ _ - . _ _
'T-_ :.::. s. _ .m ~r: .:".1.._..
...-:-v.. r
..2...M:M ._._- _ .
7:: :: .. ...
... g
- .-._ . . _ _ . . .1.. . - _.. . . - . _ . - _ ~ . p m: =:: . :. n - - x-
.-.4 r_ .
m :; L: n u d v; : -
=
-. -a:. . .: - - --
9...- _4 ::. F:n. . k. .: . h z. ._ e. . :-- : : : t ._ . . . . .
- - - - :. =: 2 2.m.= t =. . = = . .
== a :. ca: . u.w.:= _.
u=j.- ~ _ __=____.__=:_ f. u_ m -- -
.r. ,
2:E_. . p._n - n.=. p_2.._0.1. .. . .. . . . . ~i
" .- - _a _ - - ----- %__p. .jE_ _3 __}E.._
E .j.E. _15_1.=:_ E __i. -- -4 ._=. ._. y:. ._
. . . . ..-_ _m,
. . .. .__ ] _. . _.p._ .. ,_ . _ . _ .4_ .
. 2 _._ ;
. . . . . . . ....4.._.,, ... . _ .. . ._, _- . ~ . . . . .
..._4 . . . - .
i e
, - - -y q 2 ;fu -- +1 ' - ==- r- -
l
;-i92 = = ;) . ?"'~ s.,,,, M= ~= R - =- -
- =
3:r:: =-- } . . ....j....-.
.:=: : =:q _ _
. .: . _.. . .:.: ..._:=c :ug
- ::::.r-=-
m ___. _ .2 7 _- ._=
.- u :r 2 ., : .:: ,
i = :in.
.. . - M. i.=. ..zn. .n__ _- r. .i _ _"__.
;:~-'~~~~~.~ .' _ .:. _ ' f_.i.r. 3. i. *. :_.9. . _ = . . "__4---
"-'2~
#-I:.. _
*'.. _ _ . _ . _ . . _ -t . .. ... ..
;g._.
.1.=.. : ;...:.}- ;- .:. : : : - ---* - -- '
La I : n:. .n._.:.: _. . .
.n..t:n.
. __. .: : .a.. . . n. .;. : L. _ ...
_ . 2._:l=.:; __ . .-. .. : l. ... .. .u ._.._.l._
-). ._..
. . . . .. ... . .. ...., .. ,. . . , . _.1...... . . _. _ . . _ ..
.._1...._.. .. . . ..., . ....,.4,.
. j . --
- u. . .
.. .J. . . . . . .
.. _ w.. .. ..
- .. w . ., ; - .. .
~ _ , . .4__ .. . .
.a .. . . . , . .
.p
- t. -:q_ .n. _. ._ .
.__...._l..
. . . g. ..
_c e,_ . .,_._ _ .. ... .- .. . . 3, _ _ _. ._._ -~ _. . ___
....m . , . . . . . _ - . . _ ; . , , .,..._ ..
7 s W
-i i i -4l l H d._ .r " M 4H n -H F- mi
(
) s .O 4H'. i" i , : ,i F H-+ --- -
i , j -- " ---- - - - - - vr . . ,, 7-- , , ; ,
-+-- -- - -r- ,- -W.
i M .MM $ b 1p .m ;@ p h-SM+ .- % $ 4tM _MM W D :W - { { i l, !?' i .e. . o. .q. 4 T m .p .i .n. j ,i 3 j . JJ. _.N.. .mg 'qT.. .l- __. m.. .i . : i' i
.. 4 l
. . . ' ..i. i' i
d i. m.!.' }.
...m..
_ini.._... 9 ..4 _..l . .i ' l - 3.F .. m % 'f- i'It Ii 'I'l 4 IHI 'ill 't' ill w
=e =*
- e e a a 3-57A~ 9 s 9 s 9 < ; v LL_6_uonwnr3V
A , (
\
i.
, d tl-l 4 li II!I Idi @ I ii I ii *ii 1: I ' -
.!it i!!' i: . illi :t' I N 8 ' Y k-I l!! b I': '
i .. 4 b - C WAl' ;SO4-OF TE3E V Q.tE?T0 K-s.
/4 l._IlhL5NtI ntLm f
!4j_h .ii' Illi ii
!!1; iH lii! lisi!!V iN
@ ii' v _[ \v/\\_ .
_ rrRERl s ioatiiyiEL.sj3..j' IORI Z0tllrAl[.9)E R:
= N iHi I!!! a!)!!!!
i , /L ..i. T i
- VT+ - - - - -
/. (ner: t. itto.oEckttroo'rz):
hj It. ... . . . .
= 1.. .; y. . jn j ; ! ;.
. 1 l.
; i:
._-in ;, 4unnping ,a :q -
, g
. p_ q-Ia. s. . ..
i '. <:1 ... ... . 3 g_ , . . . . j_-:~,l ; t,as. i
,: ,i:;l 1. : .
a:.
- i. ... i:
. i: -
.lil_c.'
.1
- .'l. !f5!
I- ; j:l. .. Sk_a: l,!' ..k g. t!. . i' ' - 1_.i . . ::_
; ?
II
-r-6
- - n; fi::
fr n1 : it :::: ft .: i.i; ; 1.';' .. .
;!!!. +
Il
;I !',l'1!lh.iiii: ll ;
!!!.: t:
M.l- )' {: i!'
, l- l [ll lif 1;
.i.
,J p ,11 11..
. , o,. ,: . ..). .. .l.
.,.. . u. ..
- 3. ,
l1,. .; ..:. i
.1 ,.m
- i. .
.... . . I... . .
;i :.3 d j
_.l ,. . .._
,. l ....
- i . . .. . .i i ..
-lto1: g4i :..
i
.t,
};
1i
,. a ;; .; . . .
i- ..
.a:jaa . a. . ..._Q...l.. .
...: .p-uLL] 4.s.
si .i _ b _._. - . t . 1.
.;- c
- j. j {-\,_..3 _
it r _.; l : ll I 'i i.
.t u.
.ta. ,jii .i;. ...
l;;. _ ..; .! ,ij! I;'. . i.
. t ' i- !'I,.ij ..I
.. it.
_.. _ .._. . ' 1 a. .# F 4 .. . .: i .N 1. . ... .
.l; :11 .'
v, p l. . gi.. i. I.ll .;e' it. l.11 , .. .... . 1 1 6 I ....
;l. !!
{. . 4
,!l Jt. i'.
\.
. .i ..
.jl. !. l! :ll: ;
l I C c. ;. 1. :' .;. ... .' i ,'il - ll l l .
... II l ih h'I:.
A._ . J F aq
- s , ___.jn [I h' ! ' ' J' I I ii e W!! N ! llhl !l
" hil i' ll ji; li-
! R i!! ! ;
o h .n!! Li g a:m:A N
; ~
a, i m n - m A n . I" m u;= ~ o n u1 ji!! :i- i: !i !U; ii A l 3, ei iL iill illi HildLuiggi! 1i !IN i'i D :- ipggu ! i'; ii M 3 ,, #1i i I! M lill P ! ginip Hr U ! l ,I RW ssto gM ilu / ii hi R E_ i lll? m .: SPEC TRUHg h hg i i!I 'lll lll! "- 'Ili .:. 9
$, AMiXNi till:!Hi Wi!l : :i hi ihUid di -
- i M l!!! jiij !ihfi iij f tij; ij!? j liii l'i :i. ill. iih m ii i i iil l' i !if ![ ilii iii! tiii :iih:i
.s E4A lb\
n . : ; r .
.I..t-1,li :',r '.'l
- ,1:
13 ' sd. . ' J- >
"..'- 4' \. - .l.,- - - - - -
dr.- 'l.:- i. ll! '
.'l.d'!!i!, :i: !:!. l3.-. h-
"li ';i: $:
.ti. i, :::
u, , 4 r
- t. I'.dl
' N' ;; bI *.: ; : ! ; ;:
__N_ '."_ i- l I;i. It i mA r
%lJ l.:: {l '
.* de I- .!l:. lffb!;'
- j :: jlk! .!t !I! .h II f
' D i
. i' l i l "
"I.
-] - . g. l ..
.a A:'a.. '-. p. 'q:-'l .
- p. .r iwi. . g~ - jj 1
_u, g p = u _: z ; a[- ; :. l ip:>:p :: . i- r:. 11:.i jr, j :il;. mip :3;,. : s, a]7 i
- - i.
i Li(Lg. p.I .Ln J.- :; ,. :- - _ .- q. . l , .I
, ' l- ii:
E.p- [ ;lli 'i !' . _.... _j. _l-_ _.a;_. jl: :in ;: i jl !,f i - : :. 1'i l-lll il: m 2;ii :j!.
. :ri; p'.ji ij p. .E H J- . .
1 lll .ni _ - - t l_i'lL I
.a - >
1
! .1 tu . . _ _ . .
it.. !l .P .t i. : .al u.. .1.o
- .jh.a rr .e -
1 :t ; : 4 : ,'!; I' i - ,
-l i ," ,I ... ...
I<
.l., .i. :.llli . . .. -
4 4 T*~. '....
~
-~"~
~ - ' * " -
; ~~7
--" ' ~ -
r
. .2 ., ...b** ..s.
. i. .
-- -"I
.'.j.
1.j. I . I
. - l .,
l 3. . .l1. l. j.
.i . se.
'. i.
.[ t. a . .i.
i ,.
.. i , .i .
l 1
.l. ; I:l.i ..:t ..
._t.. _ _k:..u. >
'm a_. i.___
. l- 1,.f.l.
.l . 2.w .1.2 . _ _ ., n_ .._ _ . _ _ _ . _ . . .. ._ _.. _ _ _ . _ . __ _ ._ . _ _ _ _ ..
9j,? # j ist! . e.,
.pj ij i ..
.u_ 4 .;i! .:, ... i.i., , ,,.
I,
. . J. .
l6.. .ti. ;... p. . .i. i
.i,l' Il.
I.
!!;l
.... p, li. .s
, l. .,li .I'- d.. 'j g
.. .. 43 lsit ist' . , , ,! :
i I . - I .. n I'f.p. 1.
.. ..t i
. . i. ! 1
.i. ..l. f, .
- ,I g
.. q.. ge-'
ll ti!, ! .i a 1_ . i l l 1 , l i I , ' I ! :lti .ill 1 I I . i ,, k 1 3 % 5 6 7 8 -) to 20 1O k0 50 00 TO 00 't) IT FREQUENCY (Itz)
NSSS-2 O SHOREHAM NUCLEAR POWER STATION UNIT 1 i i SEISMIC QUAL. lFIC ATION REEVALUATION CLASS IE EQUIPMENT COMPONENT NAME: 48" WIDE LOCAL RACKS MPL OR EDL ITEM NO : AS ATTACHED MPL
REFERENCE:
H21-P001, H21-P005, H21-P009, H21-P010, H21-P019, H21-P025. H21-P026, H21-P041 THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED EQUIPMENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SQRT) REQUIREMENTS. PREPARED BY: E. S. Ramadas DATE 25 July 1980 ORGANIZATION Science Applications, Inc. REVIEWED BY: R. W. Hardy DATE s-/C //1 SQRT PROGRAM MANAGE # APPROVED BY: S. E. isscn f 7"' L DATE 5, d f/ , RESPONSIBLE DESIGN ENGINEER l 1 O GENERAL h ELECTRIC mn
i i l E l 1 l l QUALIFICATION
SUMMARY
AND EVALUATION BY THE REVIDTER FOR NSSS-2 IS IN ATTACWENT V l l l l l 1 i
- r. v.- .... w . - - . . , . , .v.,,, ._ _.e,,. ., ,,_.~_,_.e.,,._._#.m....e_,_....... __. , - _ . _ . . . . _ . . . - _ _ _ _ _ _ _ m _. . - _ -_.
l l 1 Qualification Sunrnary of Equipment I. Plant Name: Shoreham Nuclear Power Station Type: . l
- 1. Utility: Lona Island Electric Company PWR
- 2. NSSS: GE 3. A/E: Stone & Webster SWR Mark 11 l
II. Component Name
- 1. Scope: [X3 MSSS [ ] BOP
- 2. Model Number: H21-P010 Quantity: 1
- 3. Vendor: ,,
General Electric
- 4. If the component is a cabinet or panel, name and ecdel No. of the devices included: As attached.
- 5. Physical Description a. Appearance Open Rack
- b. Dimensions 48" x 84" x 30"
- c. Weight 900 Pounds
- 6. Location: Building: Secondary Containment (Reactor Buildina)
Elevation: 78 ft.
- 7. Field Mounting Conditions [ 'l Bolt (No. , Size )
;Xj Weld (Length 1" 012")
.J
- 8. a. System in which located: As on attached device list _
- b. Functional
Description:
Instrument Support
- c. Is the equipment required for [ ] Hot Standby [] Cold Shutdown
[ ] Both [X3 Neither
- 9. Pertinent Reference Design Specifications: Reference 7 12/80
2-III. Is Equipment Available for Inspection in the Plant: [X3 Yes [] No
!Y. Eouipment Qualification Method: By similarity
[X3 Test [ 3 Analysis [ 3 Combination of Test and Analysis l l Qualification Report *:(1) Cofrentes Seismic Report (2) Zimmer/La Sale Panel Test l Keport (Nc., Title and Date) See Reference 1 l Compa y that Prepared Report: General Electric Compay that Reviewed Report: General Electric ! Vibration Input: Y.
- 1. Loads considered: a.[ 3 Seismic only b.[ 3 Hydrodynamic only c.[ 3 Explosive on14 d.[ 30ther (Specify) e.[X3 Combination of a&b
- f. Method of Combining RRS: [ 3 Absolute sum [X]SRSS []
(other, specify)
- 2. Required Response Spectra (attach the graphs): See section 2
- 3. ' Damping Corresponding to RRS: OBE 4% SSE 4%
- 4. Required Acceleration in Each Direction: [ 3ZPA [ X30ther_ Eauioment Locatios (speci fy)
OBE , S/S = N/A F/B = N/A Y= N/A SSE S/S = 3.0 F/B = 5.4 Y= 1.41
- 5. Is long-term vibration load effects considered [ 3Yes [ 3No I
4 1 I O 12/80 l
- , - . - . . . . . . . ~ . . . . . - _ . _ _ _ _ . - - __ . - - -
VI. If Qualification by Test then Complete: random
- 1. [ ] Single Frequency [y3 Multi-Frequency: sine best X In and out of phase.
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No. of Qualification Tests: OBE 5 SSE 1 Other (specify) ,
- 4. Frequency Range: 1 - 60 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back Vertical):
10.6 F/B = 15.1 y= 15.1
} S/S =
[ 6. Method of Detersnining Natural Frequencies [ ] Lab Test [ ] Insitu Test [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS & RRS graphs'
[ ] No
- 8. Input g-level Test: OBE S/S = -
F/B = - V= - SSE S/S = 1.5 F/B = 1.5 Y= 1.5
- 9. Laboratory Mounting:
- 1. [)3 Bolt (No. 12 , Size 5/8 ) ,[ ] Weld (Length ) [X] Clamps
- 10. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: By similarity the Panel maintained its structural intearity and the class IE devices maintain their class IE function except as notea. 1
- 12. Other test performed (such as aging or fragility test, including results): ,
1 I Fragility levels of class IE devices were applied as noted on the device list to establish seismic capability. 12/80 l l l l , - - . . . . , , , . - - - - . - - - - . , - - , . , - . . . - - . - . - , . - , . - . ~ . . . . . . . _ . - - . . - . - . . . - . . . - . . . - . - . .
- . 4 VII. If Qualification by Analysis or by the Combination of Test and Analysis, then Conclete:
- 1. Descripition of Test including Results; .N/A 4
- 2. Method of Analysis. ,
[ ] Static Analysis [ ] Equipment Static Analysis [ ] Dynamic Analysis: [ 3 Time-History [ ] Response Spectrum
- 3. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): '
S/S = F/E = V= 4 Method of Detemining Natural Frequencies [ 3 Lab test - [ 31nsitu Test [ 3 Analysis O 5. Model Type: [ ] 3D [ ] 2D [ ] ID [ ] Finit Element [ ] Beam [ 3 Closed Fom Solution
- 6. [ ] Computer Codes:
Frequen,cy Range and No. of modes considered: [ ] Hand Calculations
- 7. Method of Combining Dynamic Responses: : Absolute Sum [ ] SRSS
- ]J0ther:
(specify)
- 8. Damping: OBE Basis for the damping used:
SSE
- 9. Support Considerations in the model:
- 10. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable O Maximum Allowable Deflection B. Max. Critical to Assure Functional Oper-Deflection Location ability 12/8D
n n . \ % a .+ j[m\ U SEISMIC QUAL LTION REEVALUATION 48" WIDE LOCAL PANEL CLASS 1E EQUIPMENT . System:. Jet Pump local Panel B l Panel MPL Ref: H21-P010 Panel Dimensions: 48" Wide x 84" High x 30" Deep (96) Location, Elevation: RB-78 U I" MALFWIC LIMN g,g Dt3CRIPfl0M PURCMA$t PART DWG. f-b Sil5MIC (TALUATION SUPTERT yn e i 1.0 Matt!#At tattNtMCits B?l-M0210 Differenttal Pressure Switch 145C2009f005 A 5' ! 10 ! 10 15.1. 22.6. 33.4. 44.2 A 3 f.b: PM-NO37 ' 0 fferenttal Pr. Transmitter 163C1560P641203 4.5-6.0f4.5-6.0 , 8-s 10.6. 18.3. 41.3 A 3 B21-NO33BD Dtfrerentta) Pr. Transmitter 163Cl560r641203 4.56.0l4.5-6.0!. v: 15.1. 2f.3. 46.9. 59 A IT !~ 5 l 2 P21.NO378 tevel Indicator Transmitter 159C4383r003 Y m 2.0 MAX TRAM 5MI55I9ttlif 5=tteh
! ?
A 5 10 10 831-M01680 01fferentist Pressure Switch 145C3009P002 f-b: 6.0 i i s-s: 9.0 I I v: 4.70 . I 3.9 ffA FROM RR5 Af 203 :, (LivATION . . j l f-b: 9.5g l .I s-s: 0.5, : e . v: 0.39 j j 4.0 PAIlntM ttrttito PiAt j j ACCitt#ATION f.b: 3.0g : !
. i i s-st 4.59 ! ! -
i v: 1.419 ! !* i
. ?
a I
)
T 9 1
7i
----t- .- - w % .
e _ i . I
. , i a ~
i . v- 6 1
.y .
' i n
,uiP. a. - i i r. m .m m e
. _, L.j g A <_.g4x( . _ _ _ _ ,
- - =-_ _ , ,_ _ _ = ___
- . = -
_ -= A -. ( m _sd, - 2 3 ~ ~~
. ,_ .._-~~-
y ---N
~" ~~:n i , ,,----- --
N t t 6 e i ii,, 9 . i , . . . . ..n .
, , e i . .
i f f f . . 6 l j ..I g . . . . 1 l t 1 9 4 I e e a e i e I i 6 i j l i i e es e e ] - . { t s i 3 _ .l a .t 1 T _ _ J - e.im _' t - I
. > *d . i l[ gd === .
i . I 3 , i . I g. 66 3
. 1 . .
- 5 --
. . _ .f 17 -
3, -- Zll'P.EP./LaSALLF- TRS _e -
- - -4
._--~.e---
= -- %- -d_ .
.g _
i= . 4 _.
.,o_ --- . .y _
.a o ,
,; q_.. ._. _
m 3 . t _ _ _ _ _ . -
-M- - u
,- _ . -__ . _ _ _ = _ .
o _ 5_- r..
.u ,
n -_-_._ . _ _ . . _-. m _r _ .; _i , . , , . .
. i . . . . ,
r . ,
. --/* .
I..
*i _. .
. . i.i is SHOREHAM RP.S..._ .t ,3
.; i .
. . .. 1 a. . .
i a i . , , . .
-,.9 i a +*
.x .
w io , - , ; __.
- f. --
W x-1 s i . 1:. .' w .s
. 1 . . . . i """* TI --i i .
. . *1 . 4g..
l , . ,
-*~
g __.,_.,,_._e
;\.____..y_,__.___.__.___ _ _ _ _ _ _ .
a .3 _ .__ =... _ 4
- 1. i' . , .. - .-.. .i-.-.- =-" s-. .- _._-a____.____...____m_j.___. ...:. . .i. ---
a _
,-_a_a_
, y . _ _ _ __ _ _ . _ , _ . . . _ _ _ _ . . . _ -
y- , _._ a . _m.-_ w> .t
- - : ===
- w _. ___ __ . .
4 .__--_ -
=-+-# 9=_ S. f26Td.. 6E f.__.. .._
ewefr..E_WWi. n e_i_-_::==p
. _ . - . _ . . _ - . t
^
___.s _
=_ Cure
-i_.___a q.:S ge.9, w 9._.p cy- 5 =_p
;,R
, - .4 -- . -
.H,
__ ._ r. . ,
-. _ c 1 . ,.i. .
,. . m. . .
. _._f; ,
._ a i .- - ,. . . -
, i , ,
2 a i , , n- t >i , . .i . i
. . y 1,
,1 , . .. i r-i*
4 2 3 4 1 6 7 8 9 30 2 3 4 5 6 7 8 710 "P 3 4 ) ( S
.. Frequency Hz.
- COMPARISONOFVERTICALRESPONSESPECTRA,4%DbPING i 3-22B 1 -
IN 4 J
l I 1 w w w w __ >
\ ~* '
v . H ~ m --i
\
i
!Nd ! i
~-"
; [ l ii . . [, , l .
~~-"i l . l l l -l- H ! : --; : ;
6 _ . _ _ ., __n ;_ ____ .
- , (Ref:
LILj.0. Dock {tW$0-322)__. -
. _ _ _ _ ~ _,,-__. . , _ . _ _ _
_. .,; 7_; C~~ ~- -- _ __ M: s
==9 - -e li
. a.
i
"--i MH
, W-m 3
__ -_. ._ ., - ~_,,,,,,: ,1 a
- == <
2
~...,_: i 1
, m .
e i
, . .i .
, i . . .
, . e e e .3 . .
e i i . i ,e . , e a
.. . ., , , i i , ,,. . .
.. . i , i .. i , , i . .
.. .. .. i .. . .i . , , . . i . , .. , , i i i i . . , ,
Tr . .
.i
? - - ZlR'4ER/LaSALLE TRS - !--- . C ., 1
,/-__..
, . . , .m . . . , . . . i
. k __,.
1 . . i e 2 6 . *
. i
. I _ ; . . -
- _ i, ,
I
._ r:.._ :- E-gr.- _.
i_.___.___= - _ =- _ = - - . _ = , q _ _ _ . ,,. ._ .. _ .T
~_-_
. _ . . . _ . .__ _ . .y__
. . . . ~ . _ __...___.__._:_
_.___._T~. __ e, _ ._,q._._.. _ . y __i _, _ i __ ___ 1 _ _ _ . - _ _ _ _ . _ _ _ _ _ . .._ . _ . __ _._. , = . _ -_
.______..-_.;..=.__._____-_
___=. f\ - q_ . --- U) _ ~ 2 =. _
-r - -\- .
g_ - _ -__
, - el __ i- 4 " -'
i 1 -H i-f .i $ . i i i . . .
-4
- i . I i ., i . 6. 4 i
p l; HI 'i .l' .l M '
-W-
'l l l I :l h SHOREHAM RRS . l l
_ _ , x
-__.g _._,
9 _ .__.-x._. 1
.__ ___. m ._.. ..
2
,. , , I-. .
, , , .-a & .
.c ,
l . l - +-F l . f-/ ._, H !~ .
- . _ _ _ . _ . _ _ _ . _ . . = _ . _ . _
, ,.- ___ - _ _ . -_ .. .__. _. . 4 : 3 ._ .
_.-- .~ _ . ._._. _ . 4_ . . . ;. ;. : :. ___a _ ___ _ _. . . _ _ _ _ _ . . _ __ .._.;. _ _ , s _. .-_,.__._.___,__f.,___i - .. , . _ _ , _ _ . . . _ _ _ _ .
.. . _ - _, % _ _ 4. __ _ ...___.;..... . .
- _ _ _ _ ~ ..
,. - , . . : _ . _. -, -_ . , - . _ _ , , ,, .N ____,_.-g 3 -_-.
i , , x,%_- ,
. __ =. ____,. _.._.__ _ ;___ _.-- _ :
-_ - =._=_ _ . _ _ _ - __
_ _ . 1. - - 10 . 6 H.2 - ~-_ =_ : : . __ 1_ -
,. _._ __, .>... owes
_ ...~t,. :Ex _t<. -_ t.e.6.
. _ _ _ . _ _ - . _ _ . i
.? -
N.a.t.u_r.a ,t__ t. .r_e.. en
-j -
._.$ 4 ---[ -
Sho?Aha::FPa nef:.
^
; - t---t
__., i i=i=:r_C i ,
, , -- r .
m i i a. I
. .' J .; ! I i i i i
i i .' i ., i . 7-i t' i
,-t
. . i i i ] J.... i i
-"~l J
i , H.I~i 6
, i , .i i
,- q .I e i ~
. . .I e , a e e t_
t t t t i i i i * ' el I . l . 1 i { l 3 2 3 4 6 6 7 t 3 10 2 2 4 & 6 7 a $ 33 2 3 4 5 8 7 Frequency Hz .--
/3 COMPARISON OF HORIZONTAL RESPONSE SPECTRA , 4% DAMPING
((x.,/ 4 3-22A .
liSSS-3 O SHOREHAM NUCLEAR POWER STATION UNIT 1 SEISMIC QUAL. lFIC ATION REEVALUATION l C LASS IE EQUIPMENT
. COMPONENT NAME: 30" WIDE LOCAL PANELS MPL OR EDL ITEM NO.: AS ATTACHED -
MPL
REFERENCE:
H21-P011. H21-P016 H21-P035, H21-P036. H21-P038, H21-P073 O THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED EQUIPMENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SQRT) REQUIREMENTS. PREPARED BY: E. S. Ramadas gv - Q/ DATE 25 July 1980 CRGANIZATION Science Applications, Inc. REVIEWED BY: R. W. Hardy M . DATE r/(, // / SQRT PROGRAM MANAGER f APPROVED BY: S. E. Hassan f t_,~ -
)4. . DATE f-( - f/
RESPONSIBLE DESIGN ENGINEER G EN ERAL 'h ELECTRIC 3-31
a i l J' QUALIFICATION SUMMt.RY AvD EVALUATION BY THE REVIEWER FOk NSSS-3 IS IN ATTACICIENT V 'l i t 4 a a
)
(] v Qualification Sumary of Equipment I. Plant Name: Shoreham Nuclear Power Station h
- 1. Lit {11ty: Lono Island Electric Company PWR
- 2. NSSS: GE 3. A/E: Stone & Webster BWR Mark II II. C,omponent Name
- 1. Scope: [X3 MSSS [ ] BOP
- 2. Model Number: H21-P036 Quantity: 1
- 3. Vendor: General Electric ,
- 4. If the conponent is a cabinet or panel, name and model No. of the devices included: As attached.
- 5. Physical Descrip', ion a. Appearance Ooen Rack
- b. Dimensions 30" x 84" x 30"
>O c. Weight 500 Pounds
- 6. Location: Building: Secondary Containment (Reactor Buildino)
Elevation: 8 ft.
- 7. Field Mounting Conditions [ 3 Bolt (No. , Size )
X Weld (i.eneth 1" 012")
- 8. a. System in which located: As on attached device list
- b. Functional
Description:
Instrument Support
- c. Is the equipment required for [ 3 Not Standby [] Cold Shutdown
[ ] Both [x3 Neither
- 9. Pertinent Reference Design Specifications: Reference 7 O
~
2 III. Is Equipment Available for Inspection in the Plant: [X] Yes [] No IV. Equipment Qualification Nthod: By similarity [X] Test [ 3 Analysis [ 3 Combination of Test and Analysis Qualification Report *:(1) Cofrentes Seismic Report (2) Zimer/La Sale Panel Test Report (No. , Title and Date) See Reference 1 Comparty that Prepared P.eport: General Electric Comparty that Reviewed Report: General Electric Y. Vibration input:
- 1. Loads considered: a.C 3 Seismic only b.[ 3 Hydrodynamic only c.[ 3 Explosive on1 d.[ 30ther (Specify)_ e.[X3 Combination of a&b
- f. Method of Combining ;% [ 3 Absolute Sum [X]5RSS []
(other, specify) '
- 2. Required Response Spectra (attach the graphs): See section 2 SSE 4%
- 3. ' Damping Corresponding to RRS: OBE 4%
- 4. Required Acceleration in Each Direction: [ 3ZPA [ X30ther Eouioment Locatig (speci fy)
OBE S/S = N/A F/B = N/A Y= N/A 3.0 F/B = 6,8 Y= 1.41 SSE S/S =
- 5. Is long-term vibration load effects considered [ 3Yes [ 3No j
)
l l t
- O -
12/80 f
1 Y!. If Qualification by Test, then Complete: [ j random
- 1. []SingleFrequency [X3 Multi-Frequency: [ ] sine beat
[X3 In and out of chase.
- 2. [ ] Single Axis [ ] Multf-Axis
- 3. No. of Qualification Tests: OBE 5 SSE 1 Other (specify)
- 4. Frequency Range: 1 - 60 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 10.6 F/B = 19.2 Y= 30.5
- 6. Method of Detemining Natural Frequencies
[ ] Lab Test [ ] Insitu Test [ ] Analysis
- 7. TRS enveloping RR$ using Multi-Frequency Test [X) Yes (Attach TRS & RRS graphe
[ ] No
- 8. Input g-level Test: OBE S/S = -
F/B = V= - 1.5 F/B = 1.5 V= 1.5 V SSE S/S =
- 9. Laboratory Mounting:
- 1. [X3 Bolt (No. 12 , Size 5/8 ) [ ] Weld (Length ) [X3Clamos
- 10. Functional operability verified: [X3Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: By similarity the Panel maintained its structural inteority and the class IE devices maintain their class IE function except as notec.
- 12. Other test performed (such as aging or fragility test, including results):
Fragility levels of class IE devices were applied as noted on the device list to establish seismic capability. O 1 2/ 80
-4 VII. If Qualification by Analysis or by the Combination of Test and Analysis, then Complete:
- 1. Descripition of Test including Results: N/A
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equipment Static Analysis [ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum
- 3. Natural Frequencies in Each Direction (Side / Side. Front /Back, Vertical):
S/S = F/B = V=
- 4. Method of Determining Natural Frequencies
[ 3 Lab test [ ]Insitu Test [ 3 Analysis
- 5. Model Type: [ ] 3D [ ] 2D [ ] ID
[ ] Finit Element [ ] Beam [ ] Closed Form Solution
- 6. [ ] Computer Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculations
- 7. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ 30ther: (specify) B. Damping: OBE Basis for the damping used: SSE
- 9. Support Considerations in the model:
- 10. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Maximum Allowable Deflection B. Max. Critical to Assure Functional Oper-Location ability Deflection 12/BD
- /~.. '
.. s .
SEISMIC QUAL' .ATION REEVALUATION' - 30" WIDE LOCAL PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H21-P036 System: Core Spray High Pressure Coolant Injection Leak Panel Dimensions: 30" Wide x 84" High x 30" Deep Detection Panel B ! Incation, Elevation: RB-8 i I PURCHA50 PART dug. II I" E IU"C EIM ptegg$ StI5MIC EVALU4fl0N St.M"RY DESCR1Pi!ON g4 f
- 1.0 RATURAL tatQUINCit$ (41-N00180 Pressure Switch 145C3009P001 A 5 l 10 l 10 f-b
- 19.2. 28.7. 4s.a. 5s.1 A 5 10 . 10 E41-M005 Differenttet Pressure Switch 14'<300'8P019
,I s-s 13.6. 18.3. 41.3 .
v: .5. 57.6. > 60 ! h. l W . e W ! ! 2.0 MAX TRAN5MI55181ttif o im . . f-b: 6.0 l { f s-st 9.0 . . v: 4.70 ; j I I. j 3.0 IPA FROM RR$ AT 203 I I ! Ettv41104
! I i
- f-b
- 0.5g ; _;
s-s: 0.5g j j e f j j 4 v: 0.), t : . 4.0 mat!MPI EXPtCTED PtAtt i ACCittRATION l l 4 i i j f-b: 3.og ; ; s-t:. 4.51 j j j v: 1.413 i - 1 1 5
. - _ , . +- - , - - . , - . . _ - ___________m___ _ _ _ _ _ _ _ _ _ _ _ _ _
L . ____ -_w
%a_ :_
e - - _, _,
/m ,
- ---i-H m-g
' ') _ '
l ; i . ,.. , ,
. _ _ ' _ _ _ . _ _ . _. _ ' _ _ ; ----i: i . ,
i : :_ -_ (Ref: ; M.(0 LIL Dock {t F $.0-3I2)
.l_..
=-=--__=:~-=----__.__.;
-_. :- ~= == =-E=-
_.____ - - - . = -- _- ._ _ . = _ ._.- ._
=__
a%_ - _ _ s _, - a _' __
.- ___-__..___i
_, . _ ~ _ . __ _ _ _ - s _. s p - 4 i G
. , , , i , . , , , , i i , . . ., . .
- . .i ., , , , , . ,,3 , . , , , ., , i , , ,
- y. _
. . .i .. i , . .i , , , , i i 4 , .. . .! . ii i , , 4 , 4 i . , ,
e . . 4 . .
~~
ZIMMER/LaSALLE TRS - l-- A O = ',~ , M'- 1-N - 6
. l l 1 i ,' l , , , ,
--- l ,
f_ #Ah ' E, '- - - ._._-
- - ;:=-;._-_ _- _ _
. ._._ d_ . _ ; .V f- _
4 _~___- .
] --"~""
~ ~ _,.-.
j
*;-- .. --I--- *
~ -
et _ ' _.. . -. C ""'"""'- 4 L..
,1'- l' _3.-_..
G) - ._.- ._
,3._...
m, -_..I_ -} . -
.c,s , ..
__. , 1 . ____a_.. .
. __ __ _ - _ %.. _____.-___ _ __..-_ = =_-__- __e.__._____ ~, - - - - - - .
_ . - --r= (
-- _- =--
_= r, , o
. e_/ . _, _
i
> I g. q -4 ,
-i - -
lqc-
. . . - 4
~ , , i .
, , i ; ; :, i '
l4 ' ' ' " ; i------: - i h.H-b i
.. .i , i i . .l . i v=:7 SHOREHAM RRS , i 1 -
~~~
_ _ _ , . . _ _ g q_ _. _._w. . .. 3 w ___., f- u'_. - _._-- a 1S , , , , p._._ , wa_ _,.- ;_: 6y 4 4 - i .l
-_:_________.___.m_.
l l . . f-/-i- _. l l
, i
_ _ . _- __ .._._. _;___ _ . _ r. - _ _._ <
.s . 3
_._w... .
._____.m . _ _ _ _ _ _
__.4.._...
-__i __ . _ _ _ . -
f_._._. __ _, r 4
-_ ....-_.;-~'~_ - _ _ _ i _ ; [ ' ~~ ~ 1 -
..._a-...-"'"""i_... .
. _ _; l - ; ;. . ,_L.,_ - . - _ _ . e _ _ _ a . . . ..~
_._:__,___._., ,n, -
- - : --, .-,. ; s -
3 s s .
---- _ . - - .:- - _ _ -. __.a_.___-_=--- - = =_. - =_ ; - - - - - - -
_ - - - == _ _ . . _ _ . - _ _ _ _ __. __ .-_ -_ = W_ Di 2 - u= ===:
.__J
-;_ ___=;=-,_._.-- _ _ _ _ _ - - -'r-- rse.:it. k - - .-. Ep- cted:=
. _ . _ _ m- - -
2
~
Nrtu. a.ih_ , re_quen_c.y_y f_--... ..c_
%Oflh30 P8DEf#dE - '~
~
~
i
,". l-f -
w
, i r , i 1 i .
g q
' _2,..
_4
.! 'I.b- "-hM i .i l l - "-i . k
~~
3 e a .i I e f i ) 1 i. a 6 i i l 6 e i. i . H"i I3[ ' i 8
. I e
i ' t 3 2 3 A S 6 7 t 9 10 2 7 d & 6 7 8 9 33 2 3 4 S I 7 Frequency Hz .._
,/] COMPARISON OF HORIZONTAL RESPONSE SPECTRA , 4% DAMPING a /
3-34A 4
V
) .
---. -; ~
---._.~4 _
e.,s p i
, m -. ---
i r
) 3 m __. , a x , , . . . -
i i ! , . ;-- v 6
. >y.
_ _ . - - .h%' t t L-. . m m ___.-=._.____-______._._.:=:; 1
.ahd_$p% -* -- H.*.w. 2r L ~~ ~~ ' _ :- ..
5
- _ -- .- _.=i_ _
2 l I ' 5 i __ , - - - . 3 C __r .) - o _
. , , . . . . . i . , ,
, , , , , , i i .. , , ,
. . 6 . , , ,.i,,
g , i ,
, ., , , , i ,,,, __
y
, h,, -%-- -
'4_a_ , ,
i :-i , l b
? 6 ' '
. .i u m d 3
_ -_ - ZIMMER/LaSALLE TPS > _ . -
-;- . _ - . __Q.._~__.'.--._._=:. -. a
_; -t. _ __.._._._.
;' ' -I
't--
_____.,y_.___. _. ._.
- a --
, .* -)
-_.__ __:= ~ - - _ _ _ :-_.._.=___ --
1 _. v W-.:.
._ f . - -
_ . ~ _ ~ __3 Y 4g r} - a > __. ; = _ - s - __ . _e j _ _i - 4 I l l l j , -/- * -l
, , , ., ,- 1, , ,.,
SHOT!EHAM RRS._.i . I -
; i 1 4 . ... e i i i i.i1 .f_ . . i , i i a'
4
.g __
i 9'T 8 ,f . _ r w x_._._.__ - _# _ . _ _ .
.1
.)
,6 -
l
. - l:
, ,-f D. , m,.,, - - -
a e,
.-__._.._._/_=_
___.- ~-A _--- _ . y __
. __ _ _:- . ~= - _ _ ==:. :.- :. _ - - __
-~
f ._ _ 3 _ ___ . - . . ~ _- , ' _-_ . _ - _ _....__._f_. e' 1 __
... _ .f .._.... . . _ . .
_w_. 4 .a- - 1
~_. . - . _
- i i
- : = : _ =- - - - :====.- - = = - - - -
- -- - = =:- -
. - -- =_. __! q Q=W.T.. Fr_e. ._gf g. =iT.. - f.pfCQi
.= .:.
1
._ tti_rtura'i: vencvnuf - :
i-- a n,y 3]io. r. Eh na la iD_DfH..__ _- m _,
; i ,
r-,. , : ,-4 .--
, , . . , .-t---
.-- - - i
, , , i...
h m , . _ *,a.
, ~-~1_. i, _,.,., ;, ,
6 .
;; l . , , a
- -e . i .
. . . i _j _-
i , d,i. ,i,, ~1i T i el
, , . >1, ,i , .# , i 4 i ,
3 2 3 4 1 6 7 8 9 30 2 3 d S 6 7 8 9 10 7 3 4 6 4 7
.. Frequency Hz.
--s, COMPARIS0NOFVERTICALRESPONSESPECTRA.4%DbPING
,h .
3-34B 4
106BJ006 NSSS-4 ITE M f ' ) i - I h 1 O
'(
SHOREHAM~ NUCLEAR ~ POWER STATION i i
; UNIT 1 l
; EQUIPMENT DYN AMIC QU AllFICATION '
I
~ COMPONENT NAME: PRESSURE TRANSMITTER .
- MARK NUMBERS: 1061*PT-oo6 l i ,
t PREPARED BYr DATE 3/3/72 4 OR G ANIZ ATION G. E. MAC TF OUALIFICATION DOCUMENTS IDENTIFIED HEREIN HAVE BEEN REVIEWED AND i
! ELLUATED, AND HAVE BEEN DETERMINED TO DEMONSTR ATE ADEQUACY Or !
i THESE COMPONENTS TO MEET SEISMIC AND HYDRODYN AMIC LDADS ACCORDING
, TO THE NUCLE AR REGUL ATORY COMMISSION SEISMIC QUALIFICATION REVIEW TE AM(SQRT) REQUIREMENTS l l
REVIEWED BYt DATE { [ RESPONSIBLE ENGINEER . i APPROVED BY: . A &t d' L#7 Bi? ARA 2co DATE f!II !EI PROJECT ENGINEER
! If .
O U STONE & WEBSTER t !
QUALIFICATICU SL'MMARY /d'D EVALUATION
- 1. Component Name Pressure Transmitter
- 2. . Mark Numbers 1061*PT-006 (1061N006)
- 3. C;ualification Documentation A. Qualification Summary of' Equipment (SQRT for=), including required response. spectra if applicable. .
Enclosed B. Reference Documents in the Central File Package Reference Document Revision. Mumber Identification er_Date Organization / Title / Subject (1) DV163CllSo,F440 #f/ /* GE Design Record File (2) 11600.02-NM(B)-237 1/30/80 SH1-31.3 Instrument Stands C. Additional Supporting Documents not in the Central File Package O V Document ID No. Revision or Date Organization / Title /Subj ec t SNRC-535 March 5, 1081 LILCO Seismic Qualification Review - response to Request for Additional Infor=ation, Response 271.4 1C61N006 Design Specification
- , 4. Shoreham Requirements (dynamic loads, functional requirements) l The pressure transmitter is part of the reactor plant remote shut down system
' and measures P.D. for remote indication of RPV water level during the hot standby and cold shut down conditions. It must be capable of operation before, during and after a combination of hydrodynamic loads and seismic faulted loads of 2 g, horizontal and 1.5g vertical. (Ref 3.B.2) Dynamic analysis of this installation indicates that the required accelerations are less than 0.26g for frequencies at and above 40 Hz g
- 5. Demonstrated ' Capability (from qualification report)
The qualification test report (Ref 3.B.1) shows that the pressure transmitter performs its horizontal andintended 3.7 functica before, during and after exposure to 5.5g 9 vertical accelerations over the frequency range 1-40 Hz l a and 0.269 horizontal and vertical accelerations at and,aboye 40 Hz, l w
/ IC 61N006
- 6. Rationale for Qualification
- a. Approach (analysis, test, both)
/ The pressure transmitter was qualified by subjecting it to single axis,
\ cingle frequency vibration tects ever a f:equency range of 1-33 H:. (axes run; front to back, side to side and vertical).
4
- b. Response to Loads (including high-frequency considerations)
Visual inspection following the dwell test indicated that structural integrity of the instrument housing and ,the support bracket was maintained. l t
- c. Operability The demonstrated capability level described in item 4 above is greater than the Shoreham requirements.
s
- d. Field vs Qualification Mounting .
This instrument is attached to a floor-taounted stand with a mounting identical to its mounting to the test fixture (4 bolts). The effect of the stand's flexibility has been included in the determination of the required accelerations. Reviewer's Conclusions ( Based el GE qualification report (Ref 3.B.1), this reviewer concludes that the pressure transmitter can perform its required functions in the presence of the
~
hydrodynamic and seismic leads imposed by service in the Shoreham Nuclear Power Station Unit 1. w w ,e.-w w.,,---- =~w.-.*m,,-.-_. ,-,-%-,..m,..-,.e.- . . . ,
1C61N006 NSSS 4
, QUALIFICATION
SUMMARY
OF EQUIPMENT ]O' J -I. Plant Name: SHOREHAM M:
- 1. Utility: LILCO PWR
- 2. NSSS- GE 3. A/E: Stone & Webster BWR 4 MKII II. Component Name Pressure Transmitter
- 1. Scope: [X ] NSSS [ ] BOP
- 2. Vendor and Model Number: Bailey Meter, 556110E - Quantity: 1 AAAIWEN
- 3. S/W Mark Nos: 1C61*PT-006
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A O
U
- 5. Physical Description a. Appearance cylindrical
- b. Dimensions 8 1/4"xi1/8" Dia. c. Weight 4 15#
- 6. Location: Building _ SC Elevation 79'
- 7. Field Mounting Conditions [j() Bolt (No. 4 , Size 3/8" )
[ ] Weld (Length ) Dt] Vall Mtd. Instr. Stand
- 8. a. System in which located: Reactor P1 ant Remnte Shut Down
- b. Functional
Description:
Measures P.D. for Remote Irdication of RPV Water Level,
- c. Is the equipment required for [] Hot Standby r1ColdShutdown
[ ] Both [)() Neither
- 9. Pertinent Reference Design Specifications: 1C61N006 b
y.) 1-
IC61N006 III. Is Equipment Available for Inspection in the plant: [x] Yes [ ] No IV. Equipment Qualification Method: [X] Test [ ] Analysis [ ] Combination of Test and Analysis Qualification Report *: Design Record File (No. Title and Date) DV163C1186, No. 440, 3/3/72 Company that Prepared Report: GE MAC Company that Reviewed Report: GE MAC V. Vibration Input: I. Loads considered: a.[] Seismic only b.[] Ilydrodynamic only
- c. [X] Combination of (a) and (b)
- 2. Method of Combining RRS: [] Absolute Sum [X] SRSS [l _
(other, specify)
- 3. Required Response Spectra (attach the graphs): N/A
- 4. Damping Corresponding to RRS: Upset 2% Faulted 4 '4 Cate A+io n
- 5. Required Acceleration in Each Direction:' ,ZPA [ ] Other NM(B)-237 (specify)
Upset 2 2c G 2g V= 2 1.5 g S/S = F/B = Faulted S/S = G 2n F/B = 6 2F V= E1.5 g
- 6. Were fatigue effects or other vibration loads considered?
@ ] Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: To the extent required by IEEE-344-1975
- NOTE: If more than one report, complete Items IV through VII for each report.
O
IC61N006 VI. If Qualification by Test, then Complete *:
%d
- 1. [X)SingleFrequency [] Multi-Frequency [ 3 random
[ ] sine beat , [] '
- 2. [x]SingleAxis [] Multi-Axis l l
- 3. No. of Qualification Tests: Upset --
Faulted 6 Other (specify)
- 4. Frequency Range: 1-33 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = .) 33 Hz F/B = 7 33 Hz V= > 33 Hz _
- 6. Method of Determining Natural Frequencies
[X ] Lab Test [ ] In-Situ Test [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS and RRS graphs)
N/A [ ] No i 8. Iuput g-level Test: Upset S/S = F/B = V= V Faulted S/S = 5.5 F/B = 5.5 V= 3.7
- 9. Laboratory Mounting:
[X] Bolt (No. 4 , Size 3/8" ) [ ] Weld (Length )[ y] St 'd. Brk't .
- 10. Functional operability verified: [X]Yes [ ] No []NotApplicable II. Test Results including modifications made: Specification requirements met without modification
- 12. Other test performed (such as aging or fragility test, including results):
Above test was to fragility level tested to 323-1971 recuirements.
- NOTE: If qualification by a combination of test and analysis, also complete Item VII.
O I -. - - . - - - . . - , - ~ - . - . . . . - . . - , , . - -. - ..
1E32N059 NSSS-5 1 TEM ( 11 O SHOREHAM~ NUCLEAR POWER STATION UNIT 1 EQUIPMENT DYNAMIC OUAllFICATION COMPONENT NAME: m rrm w TTAt mvsstar ma AnmTmTm MARK NUMBERS: 1E32*PDT-035 O - PREPARED BY, Cofrentes OAT E 1978 OR G A NIZ ATION G. E. THE QUALIFICATION DOCUMENTS IDENTIFIED HEREIN HAVE BEEN REVIEWED AND EVALUATED, AND HAVE BEEN DETERMINED TO DEMONSTRATE ADEQUACY OF THESE COMPONENTS TO MEET SEISMIC AND HYDRODYN AMIC LOADS ACCORDING TO THE NUCLEAR REGUL ATORY COMMISSION SEISMIC QUALIFICATION REVIEW TE AM(SORT) REQUIREMENTS REVIEWED 8Y: DATE / g RESeONSiBLE ENGINEER 1 APPROVED BY: M LT711EAGAECO DATE S // 3 !6 I V(/ PROJECT ENGINEER 1 STONE & WEBSTER
QUALIFICATION
SUMMARY
AND EVALUATION 1 l
- 1. Component Name Differential Pressure Transmitter
- 2. Mark Numbers 1E32* PDT-035'(1E32N059)
- 3. Qualification Documentation A. Qualification Summary of Equipment (SQRT form), including
- required response spectra if applicable.
Enclosed-B. Reference Documents in the Central File Package t Reference Document Revision Number Identification or Date Organization / Title / Subject 1 DRFA00992 1978 GE Design Record File (Cofrentes H22P081) 2 11600.02-NM(B) 1/30/80 SH1-343 Instrument Stands 237 C. Additional Supporting Documents not in the Central File Package Document Revision ID No. or Date Organization / Title /Subj ect SNRC-535 March 5, 1981 LILCO Seismic Qualification Review - response to Request for Additional Information, Response 271.4 1E32N059 Design Specification
- 4. Shoreham Requirements (dynamic loads, functional requirements)
The differential pressure transmitter is part of the leakage control system & measures D.P. of dilution air from RBSUS. It must be capable of operation before, during, & after a combination fo hydrodynamic loads and seismic faulted loads of Sg horizontal 1.5 g vertical (REF. 3.B.2)
- 5. Demonstrated capability (from qualification report)
The Qualification Test Report (Ref 3.B.1) shows that the differential pressure transmitter performs its intended function before, during, and. after exposure to the required faulted seismic loads & demonstrates an adequate margin of capability by performing its required functions up to the following (fragility) seismic loads. .6g horizontal & 3g vertical. (m
-.-,,,,-.,-.m w.,.- - -..- -- - - .. . - . _ _ ~ . - - - , - - , - . . . . . - . . , . . - ~ , . - . ~ - - - - - - - - - . - - - - - - - - - - - - -
, IE32N059
- 6. Rationale for Qualification
- a. Approach (analysis,' test, both)
, The Differential Pressure Transmitter was qualified by subjecting it to A multiaxis, multifrequency,' random vibration over a frequency range of V 1-70 HZ (Test Axes side to side & vertical front to back & vertical)
- b. Response to Loads (including high-frequency considerations)
The differential pressure transmitter performed its intended functions when subjected to the required seismic loads.
}
- c. Operability The specification requirements were met during and af ter exposure to the required seismic loads.
g
- d. Field vs Qualification Mounting .
Qualification Mounting was the same as the field mounting (instrument stand with 4 bolts) Reviewer's Conclusions
,q ' Based on GE qualification report (3.B.1), this reviewer concludes that the ij'- differential pressure transmitter can' perform its required functions in the presence of the hydrodynamic and seismic loads imposed by service in the Shoreham Nuc1:ar Power Station Unit 1. . - __ ~ . , _ . . _ - . _ . , . . _ _ _ _ _ - . . _, . _ . . . _ _ _ _ _ . - _ _ ,
l NSSS 5 lE32N059 1 QUALIFICATION
SUMMARY
OF EQUIPMENT l Type: (G . I. Plant Name: SHOREHAM
- 1. Utility: LILCO PWR
- 2. NSSS: GE 3. A/E: Stone & Webster BWR 4 MKII II. Component Name Differential Pressure Transmitter
- 1. Scope: [X] NSSS [ _] BOP
- 2. Vendor and Model Number: Rosemont ll51DP Quantity: 1
- 3. S/W Mark Nos: lE32*PDT-035
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
.O U
- 5. Physical Description a. Appearance Cylindrical
- b. Dimensions 9" Ig. x 4 1/2" Dia.c. Weight 10#
- 6. Location: Building SC Elevation 63' (H21P073)
- 7. Field Mounting Conditions [X] Bolt (No. 4 , Size 7 /16")
[ ] Weld (Length ) [ X] Floor Mtd. Instr. Stand
- 8. a. System in which located: Leakage Control System
- b. Functional
Description:
Measures D.F. of Dilution Air From RBSVS.
- c. Is the equipment required for [] Hot Standby [] Cold Shutdown
[ ] Both [X ] Neither
- 9. Pertinent Reference Design Specifications: lE32N059 n v 3
i 1E32N059 I III. Is Equipment Available for Inspection in the plant: [X] Yes [ ] No IV. Equipment Qualification Method: [X] Test [ ] Analysis [ ] Combination of Test ) and Analysis l l Qualification Report *: GE Design Record File (No. Title and Date) DRF A00992, Cofrentes H22P018, 1978 Company that Prepared Report: Genera] Electric Company that Reviewed Report: General Electric V. Vibration Input:
- 1. Loads considered: a. [] Seismic only
- b. [ ] Hydrodynamic only
- c. @] Combination of (a) and (b)
- 2. Method of Combining RRS: [] Absolute Sum [< ] SRSS [ 1.
(other, specify) D 3. Required Response Spectra (attach the graphs): t N/A
- 4. Damping Corresponding to RRS: Upset 2% Faulted 4%
Calcu kfion
- 5. Required Acceleration in Each Direction:[ ]ZPA [ ] Other NM(B)-237 (specify)
Upset S/S = 2e F/B = 2g V= 1.5 g Faulted S/S = 2e F/B = 2c V= 1.5 g i
- 6. Were fatigue effects or other vibration loads considered?
{ [X] Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: To the extent required by IEEE-344-1975
- NOTE: If more than one report, complete Items IV through VII for each report.
O V
lE32N059 I l [ VI. If Qualification by Test, then Complete *:
- 1. []SingleFrequency [y, ] Multi-Frequency [X] random 1
[ ] sine beat 1 [3
- 2. [ ] Single Axis [X ] Multi-Axis
- 3. No. of Qualification Tests: Upset 5 Faulted 1 Other (specify)
- 4. Frequency Range: 1-70 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = >70 Hz F/B = >70 Hz V= 62 Hz
- 6. Method of Determining Natural Frequencies
[XX) Lab Test []In-SituTest [] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS and RRS graphs)
[ .] No
- 8. Input g-level Test: Upset S/S = F/B = V=
s Faulted S/S = 6 F/B = 6 V= 3
- 9. Laboratory Mounting:
[x ] Bolt (No. 4 , Size 1/4 ) [ ] Weld (Length )[X] St'd Brk't.
- 10. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable II. Test Results incltding modifications made: specification veeniremonec mge without modification
- 12. Other test performed (such as aging or fragility test, including results):
Above test was to fragility level. Meets 323-1971
- NOTE: If qualification by a combination of test and analysis, also complete Item VII.
NSSS-6 Document No. KSI-B21-F0.13 O SHOREHAM NUCLEAR POWER STATION mgy,,pneu UNIT 1 DYNAMIC QUALIFICATION COMPONENT NAME: Main Steam Safety Relief Valve MPL OR EDL ITEM NO.: C21-F013 MPL
REFERENCE:
238 X113 BD Rev. 2 EQUIPMENT CLASSIFICATION: 00 ACTIVE O PASSIVE THE SEISMIC OUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REOUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SORT) REQUIREMENTS.
~ ~
PREPARED BY: % TE opo,y1237,0y SCIENCE APPLICATIONS, INC., SAN JOSE l REVIEWED BY: ' ' DATE 8# l SORT PROGRAM M4AGER / / l APPROVED BY: ~ - DATE
/ 29 @
RESMSIBLE DESIGN ENGINEER GENERAL h ELECTRIC !
- C _.
1 01N1 I
i l 1 I QUALIFICATION
SUMMARY
-) 1. COMPONENT NAME.
Main Steam Safety Relief Valve -
~
- 2. MPL OR EDL ITEM NO/
- 3. QUALIFICATION DOCUMENTATION (ENCLOSED WITH THIS REPORT)
A. OUALIFICATION
SUMMARY
OF EQUIPMENT (SCRT FORM), INCLUDING REQUIRED RESPONSE SPECTRAWITH TRS PLOTTED ON RRS GRAPH. AS APPROPRIATE. Enclosed B. SORT EVALUATION FLOW CHARTS (M ARKED TO SHOW DECISION PATH) Enclosed C. REFERENCE DOCUMENTS REFERENCE DOCUMENT REYlSION OR NUMBER IDENTIFICATION DATE TITLE /S UBJECT (1) , GE-22A6416 0 (3-12-79) Stress Report, Interface and Equipment Loads; Main Steam' Piping, Volume
. 6, Shoreham Nuclear Power Plant.
(2) VPF-5485-3-1 11-21-77 Seismic Simulation Test
' Program on a Target Rock 6 x 10 Safety Relief Valve With Air Operated Actuator (3) VPF-3379-119-8 13 Model 7567F, 6 x 10 Relief Valve Drawing VPF-3379-270-3 02 Model 7567F, 6 x 10 (4) Relief Valve Drawing 1
l l l l D. ADDITIONAL SUPPORTING DOCUMENTS DOCUMENT REVislON OR IDENTIFICATION DATE TITLE /SUSJECT , GE-21A9206 7 (4-3-75) General Requirements for Dual Function l Safety / Relief Valves. GE-21A9206AF 7 (12-6-79) Requirements for Relief Valves, Purchase i Specification Data Sheets. t
, GE-386HA639 1 (1-17-80) Main Steam Safety / Relief Valve Mode-Seismic Info. l l" GE-921D898 7 Safety Relief Valve, Project Sheet.
onu
, _ . . . . -.ro ,w._ , _ , , . __ . ,_-,,-m , y_ -.m% , ,- , , , _ . . . . m-~-, - . -y-,- -,,*
QUALIFICATION
SUMMARY
(CONTINUED) MPL ITEM NO.: B21-F013 4 REQUIREMENTS The Safety Relief Valves (SRV) were modeled in the Main Steam piping analysis. The maximum accelerations are 6.8g horizontally and 3.79 verticallylref.1, p.71 and l
- 53) for the faulted condition. The valve must maintain its structural integrity '
and functional capacity at these accelerations. Functional description: Dual function -- operation upon signal by an air actuator in relief mode; self actuation in safety mode (due to inlet pressure) at pre-determined and adjusted pressure to relieve steam pressure in reactor pressure vessel.
- 5. oEMONsTRATED CAPABILITY Test Report (VPF-5485-3-1)(2_) demonstrates that the SRV is, capable of with-standing the excitation resulting from the TRS described on Figures 1, 2, and 3.(attached)
The valve was tested by the multi-frequency dual axis excitation method. A
- 6. RATIONALE FOR QUALIFICATION CERTIFICATION (INCLUDE DECISION ANALYS13 WITH COMPARISON TO ACCEPTANCE CAITERIA. APPACACH FOR DEMONSTRATING OPERABILITY. AND CONSIDERATION OF HIGH-FREQUENCY RESPONSE.)
VPF-3379-119-8 I1) . The Shoreham SRV's The SRV wastotested are fabricated drawing to VPF-3379-270-3 revision 7 of dwg.(1).Drawing VPF-3379-270-3 only changed the seating angle, bellow size, and orifice size. The mass and configurations of the valve was not altered. Therefore, the test i results still apply. The natural frequencies were found to be 130 Hz lateral, 120 Hz longitudinal, and 125 Hz for the vertical direction (ref. 2, page 1). The valve is rigid. The 2PA of the TRS is greater than the acceleration g levels resulting from the piping analysis. Operability of the valve was also demonstrated in the test (ref. 2, page 1). From the results of the test, the SRV meets the requirements stated above. 012 % 3
I n ( U ( 1 100 -_......__ _ _ . .. .
, , , _ 3 g -~ ~ - ~ ' ~ ~ ~
' ' ~ '
__ . .. _ r.,ey.,9 ] j __ r ! l 1 l l
'- s * ,*,p.,
e TE 10 '
' ' e , , - ,
% e ,
e e cn . e , _o ab.) m - u QJ .. _ _ . - - . U U o . _ . . 1
.a _.
' ..i l
.1 ,
10 100 100 1 Frequency (Hz)
, Figure 1. Test Response Spectrum, Axis - Lateral / Vertical, Horizontal s
Control Axis (from Reference 2, P.100) . m 9
- l l
4
)
O . 100 . . _ _ _
.. _-...._-.._ q
.=
. . . - . - - . . . . L y 7ing .
l
- . _ -a 9
- e TRS 10
[ . . e
- . . .n . ..
en O
- O; . - . . . - - --
v , a> a - v 1 g ..- H,
.3 '
.. I #
1 10 100 - 10C Frequency (Hz)
\
Figure 2. Test Response Spectrum, Axis - Longitudinal / Vertical, Horizontal Control Axis (from Reference 2, P.78). .
e o 100 __ g rmying i.
~ . . . .
. . = . .
8 e
, ea e
- 6 0 0 6
** e I
'
- a 10 *
- o
~
- TRS
.- 4
. 4.4 g g 0 Ch ,.
e C o . .. -. . dJ
/
O . . . . .A . . . . . . P b 0 D 0 W .- ~ u ,
< ae 0
98 { - . . _3 1 .
.a
- _-] 1
~~
_. - . .i ._
. i i
,1 --
8 10d
~
10 100 1 Frequency (Hz) '( Figure 3. Test Response Spectrum, Axis - Longitudinal / Vertical, Vertical Control Axis (from Reference 2. P.83).
,, - - -. . . , . _- . - . . . . , . . - . - - . . .- . - . - - . . = . - _ _ - , _ . . - . . - . - -
i f r 0 I e t, a on on on on on an an on , e g n W e ee. ne Ne o ON Cu
< e ce n, oe No\ e- Ne oe ee on e @n NM NO i -O OO @m CN ee
.O= WM
,i e e > N. o. T. ei. .. T. n. '. T. C. N. . n. e= . n. N. n. .
a e O< 00 00 00 00 00 00
- Oma K 00 00 en e J Ne == w k a= n, c,h- o= .
. .a hWJ omOO Ne e, e
-n ne C en on CDs
.J W On Oc eD n == Se nm en EZe y T, C, h. N. n. G.
e o q n. O. n. T. W. @. O. N. O.
. ed 4 .
On . N e= T- TN T ==
>Oe < no On O n/
W4e gbe e e e 0 e 0 8 . .se n se n -a s= n () n nn nn nn ' e O e W , , e e M t1 no -% No we c0 nn
- e n == N.si A r= O ce No oN e e O on NA .
00 O@ QN nS
== u fi Ne NQ == O -
e e
- n. ==.
4 e - N. n. T. n. T. n. T. n. N. . n. . n. N. ' N e o<g 00 00 00 00 00 00 00 00 r% I N e e e
.J W ee TS hO e@ @O OO eO NO e > en eN @e NT 00
'( . 8 WJ ==pnO
.J W DO eA Oc pm n #1 O rm o gg oo @N en O e gg h. p p.N.
3 e e pg o . n.
- g. n. ..
g O. pn N-g == gN
- n. 3 g-
< nM pn pn U e O '
W e W k e e w e e M e W
>a U Ze ea f1 O O
. Nn Nn Nn NO f1 a e ti E
W* O L Ee
>e W Ee OT ce 00 pe me me Z 4e == c == O Ne NN eo aO nO oo nv W Le O oo NO 4N TN T *e NN W nl == 0e Ne N == 3 e e **s=
Ge > f4. O. f5. N. . . N.==. N. . N.**.
> e N. N. . n. N.
OO OO OO OO OO OO W 2ee g <E OO OO > 4 :*
- J g LWe W ow em ee No -
r-e . > eh mo n-Ne ne en -e OO
-O ow m e- aw OT Z OmeE up eW W .J
.J W NW Oe CN be == O GO 00 O
MeU U N. =. N. Q. 9. N. . N. N. n. e. N. - ou o G. G. N. D. n- N- ,= O
-as< < NN ,N ,n ,N - n- <
EOe .
--e> W e
ooe.
$5:" It It it it It it it !? d o
..e, a en O . <
Jae .* p O o O . n. . e. N. w W <Wes
-en o
. W<sg O Z3e.e O N P O @ Z e - N W D
- W ei p O O T W D J OOe l' e ze
-e
.J e
Pm p .J. ee me #1 e = N .3 e e= a 0 i e y U.
*==y e e s
* .- - g
, ,e n r - m-v- ,,r-,mcw , --
a w- v,.eww , - -~,--,u-,, - , , - - - . , - . , - - - - . --
e . C3SS33OBJ N33Q 3AWH Hol1Vu]T333V 3.lus liv
*s e 3 O>Pl'O Peat-F
- t rv a S C44t*O aC44*t t 404t*O Clot *t C C4LP*O ICIO*9 teW 09 60 0 PSLC*O GCl4*S C CPIC*O 3909*G LOC 3*O GOOC*O 2 ZCol*O 42G9't AV O Got *O OGOC*2 l C CGCr*O IDC6*C HV FS CO OGLC*O ZFCt's C DOZC*O Ct9t*9 L f
C 069t*O SCt9*l AV I 4 C46t*O PG46*4 8040*9 HV 39 09 CO2C*O 200t*O C SGSF*O l (.C OZZC*O CWZC6*8 C . 206t*0- rot' C p964*O GC96*l C C094*O LPO9't AV S 4.*68*O Cot 6*L l c FCOC*O 46*6 C HV CC OS C 60CC*O ZFor*F C PDCC*O 034C'> PDCS*l Z 4 Cst *O OECC*t AV C CP9t*C 42*S*8 8 DC9t*O HV 09 C9 s spDr*O PCCO*9 C OCtr
- Sr3C*C
- l C 099ar
- 3 6460*9 C COST *O CCOS*8 C Aut*O 2CsC*L AV S CISL*O CCts't 4 C d(Or*O pr43 C HV 89 6C C 6 6 C.*
- O 6&tS*C C FLCP*O POP 1*1 I
C6CL*O s%C
- 8 2 O(n!*n C_tt*t .W C IOFI*S CLOP *I l 009p*c 60 3*O c litt o taar*e tw 6C 29 C C0ZF6" FCi t 9 C C>tt's Ay C 96Cl*O 2C6C'l t 29CL*O C40C*L E C#.tl'O
;ZPE*O CCCL*C HV CC 9C C t.93*O 6 tG:'
- C C C 9043*O IOZC*C
'Pl63*a Opt,'*2 C atCZ*O 9403*3 AV
- C C963*O G296*C C HV AC 8F S CtCC*O 3CSC*r i LCCC*O F.JC*P R CE63*O ZO99'C 1
+ : C Cott*O la JC t C CC43*O OCCS*3 Av I C CICC*O ICRC*C HV GC CF 4
G 969C*O SOut*F t C6..C*3 V .9'r Z 03tc 0 07340 * > i l AV C CC8C*O 9FCl*C C CPLC*O thus*C C 9493*O 1989*2
? OClC*O C693 > liv SC CF
' Q LO9C*O Pl09'r & EBCC*O 00CA*r I l C CC8C*O 8CCl*C C p tC'O (cot *C C 0623*O CD64*E AV
, 64t3*O ECpt*C 4 06C3*O 3 COZ3*O 2999*2 HV IS tr ;
9 2. Cit *C m33V '03 0 Avu i333V O:n Ostvu ta33V r 03 Oitvu l , O 13A3 i 3 13A31 e uA31 ; t g *u233V Anis /3Ste/tstetS
- p. --- Tr ;; ;;;;--------------------------
St>9V22
'ON 33.s E 7Vu36430;;;;, ;;;;;;;--
ANvdWO3 Olut3313
- O *ON *A3u
' l.eV A3a 99tetut 7
i
*g
'd.t N
'. I
O LitT SEtsusc OATEGomV i EQuiNENT AND $NTS SRV REQUIRED TO MEET SQRT PEQUtAEMENT$ 1 r n soENTiry coweihto mas SSE + SRV + tsfisMic AND LOCA MVDRODYNAMic MESPONSES) QUALIFIED TOSCRT u n is S r YES , EQUINENT SAME Om DYNAMICALLY *II SIMILAm TO EQUIPMENT u OPER Att LITY ALREADY Om 500N TO BE. DEuoNSTRATED
* ?
QU ALIFIED TO SQRT mEQUtmEMENTS NO "O 1 I O RE4WALIFicATl0N REQUlmED I U l FIG.
# " # '
- I'I QUALI TONSv u plG.
2 " ANALYS:8 OR 4 2 TEST 47 1 I 1
$ w 6
4 OO Qualification Sumary of Equipment MPL: B21-F013 I. Plant Name: Shoreham Type:
- 1. Utility: Long Island Lighting cgmpany PWR
~
1
- 2. NSSS: GE 3. A/E: Stone & Webster BWR-4: Mark II II. Component Name Main Steam Safty Relief Valve ,
- 1. Scope: [X]NSSS [ ] BOP l l
- 2. Model Number: 7567F Quantity: 11
- 3. Vendor: Target Rock
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A l
- 5. Physical Description a. Appearance 2 Staae horizontal ditch..g sqv, O b. Dimensions 6" X 10" Flanaes ,17.5" X 29.75" X 35.375"
'd c. Weight 1100 lbs. Dry
- 6. Location: Building:_ ?rimary Containment l Elevation: 99 Ft . l
- 7. Field Mounting Conditions [X] Bolt (No. 12 , sizel.375) (inlet)
- Weld (Length )
Bolt (No.16 , dize 1" ) (outl et)
- 8. a. System in which located: Main Steam Lines Relief Mode:. Operation upon command, ( Air
- b. Functional
Description:
Actuator). carety u ndo. s ei < +o,+es et - predetermined valve inlet flance pressure.
- c. Is the equipment required for [] Hot Standby [X]~ Cold shutdown 1
[] Both [] Neither l
- 9. Pertinent Reference Design Specifications: 21A9206AF Rev. 7 and 21A9206 Rev. 7 .
12/80 j 1
tiMCRCH~WD 2 III. Is Equipment Available for Inspection in the Plant: [x] Yes [] No IV. Equipment Qualification Method: (Only During Plant Shutdown) [)3 Test [ ] Analysis [ ] Cosination of Test and Analysis
. Qualification Report *: VPF 5485 3-1 s Seismic Simulation Test Program on a Target Rock 6"X10" (No. , Title and Date) SSy.ffjjff.Dl32.yjf h A_irdur? tad htuator; 11/21/77 Co@any that Prepared Report:,yyjplalqrttarmyggsyjJE_
Cogany that Reviewed Report:,g_____,___,_ V. Vibration Input:
- 1. Loads considered: a. [ ] Seismic only
- b. [ ] Hydrodynamic only
- c. [X] Cotination of (a) and (b)
- 2. Method of Cortining RRS: [ ] Absolute Sum [X]SRSS []
~15UiiM~TpiiRYy]~
- 3. Required Response Spectra (attach the graphs):, ZPA Oniv
- 4. Da@ing Corresponding to RRS: OBE See Note 1 SSE See note 1
- 5. Required Acceleration in Each Direction: [X)ZPA [ ] Other (IpicWy]~
OBE S/S = F/B = ~ V= ~~ SSE S/S = 5 n ,, F/B = 6.Sc- __ V =~~~ _.. ~ W_-- -
- 6. Were fatigue effects or other vibration loads considered?
l [X]Yes [ ] No , If yes, describe loads considered and how they were treated in overall qualification program: A.tStal.qi.U.dXam.ic tes.t.s.went.candar. tad..Iha test i i SblCali20.Eti M.itG22dt.Etc ttit .Tttt.to.ta.1 "ra". cycles..af tha + a" far 25Ltts,gd the >nti tj ngfggf_sgis )g_SycleLg& c hyd:psy,n,pcis_g1 d gs sy )s,s_, j
- NOTE: If more than one report coglete itens IV thru VII for each report.
NOTE 1. As the equi pment is rigid in the frequency range of interesy/80 only the ZPA is significant and the damping coefficient is not pertinent.
3 MPL: B21-F013 VI. If Qualification by Test, then Complete *:
] random
- 1. [ 3 Single Frequency [ y) Multi-Frequency: sine beat
- ~ ~ ~ ~ ~ ~ ~ ~
- 2. [ ] Single Axis [ y) Multi-Axis Extended load
- 3. No. of Qualification Tests: OBE .. 5.. SSE 1 Other level test. - .
- 4. Frequency Range: __
s,,un+, ,
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 130 Hz F/B = 120 Hz V= 125 Hz
- 6. Method of Determining Natural Frequencies
[ X) Lab Test [ ] In-Situ Test [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [X] Yes (%tngtxxB!kAM!kg)
[ ] No (2PA Only)
- 8. Input g-level Test: OBE S/S = So F/B = So V= So SSE S/S = 8a F/B = 8a V= 6a
- 9. Laboratory Mounting:
(INLET) (~- 1. [ X3 Bolt (No. 12 , Size g ) [ 3 Weld (Length ) [] (0UTLET) 16
- 10. Functional operability verified:1" [x) Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: Valve withstood the OBE & RSr tests with_o_ut_ mal function or structural damaae
- 12. Other test pertornec (suen as ag1ng or tragility test, including results):
1.h2.3132.8L&S232L. _ t o .,211MMMLttlt...M.i
- h * "*
"*1f"*4*' "'
structural damage. The extended load tests covered the same frequency range, but to a higher load level.
- Note: If qualification by a cont >ination of test and analysis also co@lete Item VII.
NOTE 1. Resonance Search; 2 to 150 Hz. Multi-Frequency Dwell Test; I to 40 Hz. 12/80 O
MPL: sp1_po13 l 4 l 1 VII. If Qualification by Analysis, then complete: N/A
- 1. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis 1 [ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum
~ 2. Natwral Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S - F/B - v-
- 3. Model Type: [ ] 3D [ ] 2D [ ] 1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution i
- 4. [ ] Co@ uter Codes: ....... ........ .................. ..... . . - ... l l
Frequency Range and No. of modes considered: , _ _ _ _ _ _ , , _ _ _ _ _ [ ] Hand Calculations
- 5. Method of Cortining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ] Other: . . . . . . . . . . . . . _ . . g
- 6. Da@ing: OBE......... SSE.. .. Basis for the daging used: ... - ..
C 7. Support Considerations in the model: , , _ _ _ _ _ _ _ , _ _ _ _ , , , _ _ , _ , , _
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Maxirrum Allowable Defleet' ion B. Max. Critical to Assure Functional Opera-Deflection Location bility . . . . . _ e D 12/80
1 1 NSSS-7 Doc ment No. G - W O
;_ =_ : ~ + x :w. -~ ~ =
- 1 . :..- = = _= :~ .
-j a
_i iy
,i 3j SHOREHAM NUCLEAR ij I POWER STATION w.m.m . I j
_ UNIT 1 0 i ll l
~
i l DYNAMIC QUALIFICATION i 1 COMPONENT NAME: Recirculation Gate Valve (Suction) l? MPL OR EDL ITEM NO.: B31 F023 MPL
REFERENCE:
238x 11480 - Rev 21 EQUIPMENT CLASSIFICATION: O ACTIVE CD PASSIVE THE SEISMIC OUALIFICATION REPORT (S) ICENTIFIED HERE!N HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONEC COMPCNENT IS CAPASLE CF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC CUALIFICATION REVIEW TEAM (SCRT) RECulREMENTS.
~
PREPARED BY: DATE ORGANIZATION ' *' REVIEWED BY: OATE I U SORT PROGRAM MpAGER APDROVED BY: DATE N b U RESPohSIBLE DESIGN ENGINEER '
/
GEN ER AL @) ELECTRIC 01250 1
l I 1 O QUALIFICATION
SUMMARY
- 1. COMPONENT NAME.
l
- 2. MPL OR EDL ITEM NO.: B31F023 i
- 3. QUALIFICATION DOCUMENTATION (ENCLOSED WITH THIS REPORT) ,
A. QUALIFICATION
SUMMARY
OF EQUIPMENT (SORT FORM), INCLUDING REQUIRED RESPONSE SPECTRA WITH TRS PLOTTED ON RRs GRAPH, AS APPROPRIATE. Enclosed B. SORT EVALUATION FLOW CHARTS (MARKED TO SHOW DECISION PATH). Passive component, flow charts are not required. C. REFERENCE DOCUMENTS REFERENCE DOCUMENT REVISION OR IDENTIFICATION DATE TITLE / SUBJECT NUMBER (1) GE-22A6435 0 (4-30-79) Recirculation Piping and Equipment Loads, Stress Report O Q (2) GE-385HA661 0 Recirculation Suction Valve Model, Data Book (as annotated). l-D. ADDITIONAL SUPPORTING DOCUMENTS DOCUMENT REYislON OR IDENTIFICATION DATE TITLE / SUBJECT VPF2806-1-10 11-13-69 Valve drawing GE-21A9200 9 Gate Valve, Purchase specification O VPF2809-40-5 Rev. 2 Design Calcualtions
~W 012St
I QUALIFICATION
SUMMARY
(CONTINUED) MPL ITEM NO,: '
- 4. REOUIREMENTS The pressure retaining parts of the recirculation suction valve must maintain .
their pressure integrity during the faulted event. The maximum accelerations 1 for the faulted conditions are 4.43g in the two horizontal directions and 1.99 l in the vertical direction. (Reference 1, pages 79-81, 89, 90) Functional description: Open-shut service for the reactor recirculation system.
- 5. .oEMONSTRATED CAPABILITY The valve is capable of withstanding a horizontal acceleration of 6.62g and a vertical acceleration of 4g.(_2_)
- 6. RATIONALE FOR OuALIFICATION CERTIFICATION (INCLUoE oECISION ANALYSIS WITH COMPARISON TO ACCEPTANCE CRITERIA, APPROACH FOR DEMONSTRATING OPERABILITY. AND CONSIDERATION OF HIGH-FREQUENCY RESPONSE.) ,
The recirculation suction valve is passive from safety viewpoint. Structural integrity is only required on pressure retaining parts. Operability of the valve is not required during the faulted event. Under the dynamic loading the piping system, not the valve, is limiting, and the integrity of the valve body is adequately considered under the piping requirements. The bonnet flanges, bolts and gasket are capable of withstanding a horizontal acceleration of 6.62g and a vertical acceleration of 4g of the top structure (including operator). The maximum accelerations of the valve are horizon-tally and 1.9g vertically from the piping analysis. 6.269 (/ 4.43'g + 4.43'g) ions are These ac~celerat lower then the design accelerations of the valve. From the result of the analy-sis, the valve meets the pressure integrity requirements as stated above.
%./
t
~
..,s . --
Qualification Sumary of Equipment MPL: 831 en99
- 1. Plant Name: Shoreham Type:
- 1. Utility: Long Island Lichtina Comoany PWP, 2.- NSSS: GE 3. A/E: Stone & Webster BWR-4: Ma rk II II. Component Name Recirculation Svstem Sur+ inn val vo
- 1. Scope: [x] NSSS [ ] BOP
- 2. Model Number: Dwo. 920D792 Quantity: 9
- 3. Vendor: Anchor Darlina Valve Coreany
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Mntnr nnerat ed nato Valve
- b. Dimensions 28" X 24" X 28"
- c. Weight Dev 8733 lbs Wet 9583 thet rvtandoa v=ee w+9Ac7 i se
- 6. Location: Building: Prima rv Containment Elevation: 70 Ft .
- 7. Field Mounting Conditions [ ] Bolt (No. . Size )
y Weld (Length ) Butt weld on 28" Pipe l
- 8. a. System in which located: Reactor Water Recirculation Svstem
- b. Functional
Description:
Open/Close Service +
- c. Is the equipment required for [] Hot Standby [] Cold Shutdown
[] Both [ y] Neither
- 9. Pertinent Reference Design Specifications: 21A9200 12/80
- Only safety-related func. tion is to maintain pressure integrity.
1 MPL : B 31-F02 3 2 III. Is Equipment Available for Inspection in the Plant: [YJ Yes [] No IV. Equipment Qualification Method: [ ] Test [X] Analysis [ ] Conbination of Test and Analysis Qualification Report *: GE 385HA661 Rev 0 (No. , Title and Date) -.ffsj rsphij ch.Sysfja.JALys.3 d a l Data Book Co@any that Prepared Report: Genecal Electric Cogany that Reviewed Report: ,,gne n ral, Ej ect c r,1 c______, V. Vibration Input:
- 1. Loads considered: a. [ ] Seismic only
- b. [ ] Hydrodynamic only
- c. [X] Combination of (a) and (b)
- 2. Method of Cortining RRS: [ ] Absolute Sum [X] SRSS []
151fiiM TpiciTyT-
- 3. Required Response Spectra (attach the graphs): , _ _ , _ _ _ _ _ _ _ _ _
- 4. Damping Corresponding to RRS: OBE SSE
- 5. Required Acceleration in Each Direction: [ ] ZPA [X] Other PIPING AN ALYSIS (sfecWy]-
OBE S/S = F/B = Y=
--.. T A--.
=--~L
~
V SSE S/S =... ...L.439 _ . F/B =.. ... . e . 43+,, .- -
- 6. Were fatig;e effects or other vibration loads considered?
[ y] Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: Valve fatique requements of ASME Section III para. NB-3545.3 and cyclic loading conditions of para. NB-3550 were satifi,ed.
- NOTE: If more than one report co@lete items IV thru VII for each report.
. 12/80
3 MPL: B 31. F023 VI. .I .f. .Q.u. a.l .i .f.i .c.a.t.i .o.n..by
.... Te.s.t., .t..h.e.n..C.ompl
.e.t.e.*.: N/A .
1 rah
- 1. [ ] Single Frequency [ ] Multi-Frequency: ,
sine beat
~
- 2. [ ] Single Axis [ ] Multi-Axis -
- 3. No. of Qualification Tests: OBE SSE Other
- 4. Frequency Range:
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back Vertical): l S/S = F/B = V=
- 6. Method of Determining Natural Frequencies
[ ] Lab Test [ ] In-Situ Test [ ] Analysis
- 7. TRS enveloping RRS using Multi. Frequency Test [ ] Yes (Attach TRS & RRS graphs),
[ ] No B. Input g-level Test: OBE S/S = F /B = Y= 1 SSE S/S =__ F/B = V= I
- 9. Laboratory Mounting: j
- 1. [ ] Bolt (No. _
. Size, ) [ ] Weld (Length ) []
- 10. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: __
- 12. Other test perforned (such as aging or fragility test including results): ;
i 2.- l
*Not e: If qualification by a conbination of test and analysis also conplete Item VII. l l
l 12/80 0
4 MPL: B 32-F02 3 VII. If Qualification by Analysis, then complete:
- 1. Method of Analysis: (Bonnet Flange)
[ y) Static Analysis [ ] Equivalent Static Analysis . l [ ] Dynt/mic Analysis: [ ] Time-History [ ] Response Spectrum j 2.. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): S/S=,,,,g,g,yg,,,,,,, F/B = 3 4, g_ V= 3 4,yn,_ . l
- 3. Model Type: [ ] 3D [ ] 2D [X] 1D
[ ] Finite Element [ ] Beam [X] Closed Form Solution
- 4. [ ] Co@ uter Codes: _ _ _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Frequency Range and No. of mdes considered: ,___________ [X] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ] Other: NLA ............ --.
- 6. Damping: OBE SSE Basis for the daging used:_ _gg_
k 7. Support Considerations in the mdel: Bonnet Flance Wel d ,,,_ ,,,,,
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Flange Level D 15,722 PSI 16,425 PSI Maximm Allowable Deflection B. Max. Critical to Assure Functional Opera. Deflection Location bility N/A l D 12/80 d , I l l 1 I
^
gggg_p Document No. KSl-C41-C001 Re 01 l SHOREHAM NUCLEAR POWER STATION , UNIT 1 ... DYNAMIC QUALIFICATION
)
i COMPONENT NAME: Standby Liouid Control Pump and Motor MPL OR EDL ITEM NO.: C41-C001 gey oi 3/31/81 MPL
REFERENCE:
238X 120BD Rev. 8
- EQUIPMENT CLASSIFICATION
- D ACTIVE O PASSIVE I
l THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC OUALIFICATION REVIEW TEAM (SORT) REQUIREMENTS. PREPARED BY: A DATE 10-27-80 ORGANIZATION SCIENCE APPLICATIONS, INC. , SAN JOSE REVIEWED BY; A DATE I / b SORT PROGRAM MANAGPR / /
~
APPROVED BY: 2-~ DATE RESPONSIBLE DESIGN ENGINEER GENER AL h ELECTRIC 01250 1
.n.,, . . ~ . - , , . , . , _ . . . - , . . . - , . . - . - , , - . _ _ _ .
.. . l
. l 1
. 1 QUALIFICATION
SUMMARY
l
'C_t. COMEENT NAME: Standby Liquid Control Pump and Motor -
- 2. MPL OR EDL ITEM NO.: C41 - C001
- 3. QUALIFICATION DOCUMENTATION (ENCLOSED WITH THIS REPORT)
A. QUALIFICATION SUMM ARY OF EOutPMENT (SORT FORM),1NCLUDING REQUIRED RESPONSE SPECTRA WITH TRS PLOTTED ON RRS GRAPH, AS APPROPRIATE. Enclosed B. SORT EVALUATION FLOW CHARTS (MARKED TO SHOW DECISION PATH). . Enclosed C. REFERENCE DOCUMENTS l 1 REFERENCE DOCUMENT REVISION OR NUMBER ID ENTIFICATION DATE TITLE / SUBJECT 1 VPF-5517-2-2 1-28-77 Seismic Qualification Test
~ Report on Standby Liquid Control Pump Motor, Part -
Number SK324AN2960, Serial Number JM-100 ( 2 VPF-5503-91-5 2-14-78 Seismic Calculations for 10-60 3 VPF-3676-191-2 8-4-75 Seismic Calculations *stth Natural frequency, Motor, 324 T frame 4 VPF-3676-71-1 4-10-75 Natural frequency Calculations TD60 and fluid cylinder 5 GE-NPSED Memo 8-1-80 Review of envirornmental Qualification Sumary Tables 6 NEDE-24788 May 1980 Seismic Qualification Review Team (SQRT) Technical Approach for Re-evaluation of BWR 4/5 Equipment
~
- 7. GE-DRF C41-27 S~-14-70 ' Design Record file, SLC pump and Motor V
~
g e l 1 y w-g- - -. p ,mesy y--,- - - t , -- +s-+-.w .,., g,pei- a(,. , op..p-- , . - -
O, AoDITIONAL SUPrORTING DOCUMENTS
~ ~
DOCUMENT - REVISION OR IDENTIFICATION DATE TITLE / SUBJECT O 21A9255AE VPF-2892-19-4 Rev. 1 5-4-70
. Purchase Specification, Pump Standby Liquid Control Outline dimensions for 2 x 3 TD-60 with gear Pac'& G.E. Motor .
VPF-2892-25-2 ~ 9.-23-70 , Design Calculations - Section I, Calculations for Pressure Parts. '
..VPF-2892-26-2 8-4-70 Design Calculations eSection II, Calculations based on Loading Conditions. -
01h2 O O l e l 1 O V . . O 4 y *-www owri =-=t-+tret-e--v**r-tre-yr r-r- ---pir-v***-t-ti-- r*N=p-++~w uryur e , wir v e-, w+r
l QUALIFICATION
SUMMARY
(CONTINUED) . MPL ITEM NO.:
. REQUIREMENTS If normal reactivity control becomes inoperative, the standby l'iquid control system provides independent, back up capability to shutdown the reactor and keep it suberiti. cal as it cools. On manual SLC intiation,:the SLC pump draws boron neutron absorber solution from the storage tank and injectY it into the reactor. The SLC is required to operate during the faulted condition. The -
SLC pump must be able to withstand a combine (SRSS) SSE + SRV + LOCAL Faulted Load Condition in the horizontal direction and .61g in the vertical direction. (See ZPA of attached RRS).
- 5. DEMONSTRATED CAPABILITY The SLC pump motor was demonstrated to be able to withstand a horizontal and vertical acceleration of 2g by dual axis single frequency testing (reference ~
1, page 12). The pump was qualified to 1.75g horizontally and'1.759 vertically by quasi 2 dimensional static analysis (Reference 2 page 2). The maximum horizontal response is combined with the vertical response by the absolute sum method.
- 6. RATIONALE FOR OUALIFICATION CERTIFICATION (INCLUoE oECISION ANALYSIS WITH COMPARISON TO ACCEPTANCE CRITERIA, APPROACH FOR DEMONSTRATING OPERABILITY, AND CONSIDERATION OF HIGH-FREQUENCY RESPONSE.)
A prototypical SLC pump motor was tested using the dual axis single frequency technique @ef.~1)The tested motor was a GE made type 324 AN. The Shoreham motor was a GE made type 324 T motor. They both have the sam? frame size (324). The desionations A, N and T have the followina meaninas. A - industrial standard N - Boiler burner application T - Built to NEMA standard dimension -
.The__$_h_oreham motor has the same pnysical dimensions as tne testeu motor. Therefore, the test is also applicable-to the Shoreham motor. ;- -
' The SLC pump motor was tested by dual-axis single frequency (33Hz) technique.
.The motor did not have a detectable resonant frequency within 1-80 Hz (Reference
' 1, Page 12). The calculated natural frequency of the motor is 239 Hz (Reference
- 3. Page 5 isjustified.also see note 1)*. 'The oumo motor is rinid Single frecuency testino The tested g level is higher than the re* quired acceleration.
Therefore the motor is. qualified.. .
*! cxt page. 4 '. -
\ - QUAllFICATION
SUMMARY
(CONTINUED)
- 8. RATIONALE FOR QUALIFICATION CERTIFICATION (CONTINUED) .
The pump (see note 1).is qualified Itsanalysis. by first natural frequency is 136 Hz (ref 4 Page2) The accelerations used for the' two dimensional static analysis are 1.75g horizontally and 1.75g vertically where the maximum ~ horizontal response is added to the maximum vertical response by absolute sum. For the pump to siatisfy t.he 3D requirement, the SRSS of the 2 horizontal accelerations 425g' + .25g" = .35g . is less than than the design value (1.75g) and the vertical acceleration .61g is less than the design value 1.75g. From the above evaluation the pump is qualified to the requirements stated above. - The motor torque at rated load is 120 LB-FT with a 90% power factor. The pump torque with a discharge pressure of 450 PSIG is 75 LB-FT. and at 1190 PSIG discharge pressure is 100 LB-FT. Therefore the motor torque is sufficient to start the pump against full reactor relief valve set pressure. The motor and pump have not been tested as a complete assembly for functional operation under seismic conditions. Operability during an SSE condition is based on demonstrated operability of pump and motor separately. O Note 1. The Natural frequency calculations for the pump and motor are incorrect because the applied loads (seismic loads and nozzle loads) were included in the computation along with the weight of the pump. To correct the t:alculations, the applied loads must be deleted. However, deleting the applied loads in the calculations will result in higher natural frequency. Since the calculated frequencies are already higher than 100 Hz, recalculation is not neccessary. W l o _ i 4 .
. . . _ . . _ , . _ . _ , _ , _ _ . . . . . - . . , . _ _ . . ~ . . . - , . . . . , . _ . . . _ . _ _ , . . . . . _ , _ _ . .
EQUIPMENT: SLC Pump Motor 4 MPL Ho.: C41-C001 ) DATE: 1 C - Qualification by test. DECISION POINT DECISION and/or BASIS FOR DECISI0ii l.,Is equipment same or dynamically Yes, the SLC pump motor is the same similar to equipment already, or soon as a prototypical notor which was to be, qualified to SQRT requirements? qualified using the dual axis single frequency technique. (Ref. 1)
/
l l l C Q
s O STANDBY f/pt/D LIST SEfSMIC CATEGORY I bMMdIDIM EQUIPMENT AND SUPPORT 5 rump Mgrog "80$jD,1j,",'y,5* , 1 1I u IDENTIFY COMSINED RR$ SS( SRV, LOCA mEiMicAND - HYDRODYNAMIC RESPONSES) QUALIFIED TO SQRT 1 I d L yes IE y EQUIPMENT % SAME OR DYNAMICALLY SIMILAR TO EQUIPMENT "U & OPERASILITY ALREADY. OR SOON TO SE. DEMONSTRATED QUALIFIED TO SQRT 7 REQUIREMENTS
?
NO
# 1 I t,
RE-QUALIFICATION REQUIR ED 1f 1
~
# OMIGIN AL FIG. m QUALIFICATION SY m FIG, 2
ANALYSIS OR 4 TEST
?
l O' Tigure 1. SQRT Re-Evaluation Tiov Chart l S +- - w , - , - , - , , ,,.r .e- , e.,.. .,-----,..-w-e---- ----c..-e - .__ - - - - - - - - - - , + - - - , , , . . - , - - - '-, ---
SLC PUMP EQUIPMENT: MPL No.: C41-C001 DATE: (m \_) Qualification by justified static coefficient analysis. DECISION POINT DECISION and/or BASIS FOR DECISION
- 1. Is~ equipment same or dynamically simi- No j lar to equipment already, or soon to l be, qualified to SQRT requirements?
l
- 2. Original qualification by analysis or Analysis tested?
- 3. Frame type structure No No
- 4. Is ej k e cutoff? Yes, greater than 136 Hz
;5. "g" original greater than ZPA? Yes,1.75g > .25g (Hor. ); 1.75 >.51g (Vert.)
- 6. Did original analysis combine 30 No, quasi two dimensional analysis effects?
I I .7 Does re-evaluation meet design Yes requirements?
- 8. Operability demonstrated? Yes
- 9. Qualified to SQR' Yes O
l l - O w
YY$'h/ Nh5 OOM M I/8 k LIST SEISMIC CATEGORY I bY EOulPMENT AND SUPPORTS REQUIRED TO MEET SQRT REOutR EMENTS
.. }
1 r l l y i IDENTIFY COMSINED RR5 Sff SRV, 3 LOCA t$EisMiC AND NYDRODYNAMIC RESPONSE 51 QUALIFIED TO50RT 1 I L Yes 18 y EQUIPMENT SAME OR DYNAMICALLY ft} SIMILAR TO EQUIPMENT ES
& gpggggg gg7y .\
W ALREADY OR SOON TO BE. DEMONSTRATE / QUALIFIED TO SCRT 7 REQUIR EMENTS 1 NO NO f RE4UAU FICATION REQUIRED gr v ORIGINAL AN A LY$15 FIG. FIG, m QUALIFICATION BY - 2 ANALYSIS OR 4 TEST
?
Figure 1. SQRT Re-Evaluation Flow Chart
N / filtlGIN AL UU AL If it.A f lON BY ANAL YSIS 4 5 : f It AME @NO YES y yg.g SIstt fCitlHE j i i r i 1 r t)VN AMIC MODELING AND StE SON ANCE F ftE OUf Nt:lE S Otf AltF IC A f TON NO g
" g BY St ATIC COf F F ICIENT T T
AN AL YSIS F L E XISL E t OUtPMENT I filGtO E OUIPME N T c lug su gpg* ) tug 's w ypg ) h YES 1 7 ST ATIC ANAt YSIS MO P l 1 33 fis<wg<wypA 7 DYNAMIC F 4 AN Al.YSt$
'?
i NO #ES i ~g" Of tlGIN AL NO ,.. ORIGINAL e
/PA to PF AK "g" OF stIIS FIG
?
y NO 3 1 I 1 I YES 81E OUALIFICATION f1E OUfftFD OUAtlFICAT10N SY I YE5
- l JUSTIFIE D ST ATIC J
J L ' COEFFICIENT ANAt YSIS , FOR FRAME TYPE
, p "
!. ,. OHIGIN At. TO .* I 5 i l FIG.3 YES [ C PE AK "s" OF HR$ TO / 3O FRO.3 DE TWEEN 33 Hs ANO l EFFECTS ' 3D f wCUTOFF EFFECTS F
*HIGH FREQUENCY ASYMPTOTE 12 pal OF THE ORS.
I' l y,u r e 2. St}ltT L -F.valuat ton Flow Chart - t}uallitration by Analysis l l l
l 4 g ,
)
i i
- i i i.
1 DYNAMtC - i AN AL YSIS j *r 4
- f
- i f I t ENE TIME MtSTORY
- SPEC TRUM ANALYS15 j MOOAL ANALYSIS j OUALIFIED t
.i TO SORT i 9 i i l J L 000 J REEVALUATE TO ORIGlefAt. j YES ACCOUNT FOR O j CLOSE LY,$ PACE D T ANALYSIS ACCOtmi F CL OSE LY-SPACE D 3 MODES MODES ! j NO OPERA 9ttlTY # 1 DEMONSTRATED i 3 Jk YES i i q h h DOES OfD d RE OUALIf fCATION NO REEVALUAllON REEVALUATE TO ORIGINAL
- COM9tNE 3 D
, NO ,
REOUIRED MEE i DESIGN , ANALYSl5 COM9tNE ' R E OUIRE MEN T J L EFFECTS 3DEFFECTS l' i # i L } FROM FIG.2 , i i ST ATIC .. I ! ANALYSES YES l . i i. ! l Firure 1. SQRT Re-Evaluat ion Flow Chart - Quallt'Iration by Dynamic Analysis i i
l Qualification Sumary of Equipment MPL: c41-c001
- 1. Plant Name: Shoreham Type:
.. 1. Utility: Long Island Lichtina Company PyR
- 2. NSSS: _ GE 3. A/E: Stone & Webster BWR-4: Mark II II. Component Name Standby Liquid Control System Pump Motor
- 1. Scope: [x]NSS5 [ ] BOP
- 2. Model Number: SK324AK2084 Quantity: 2
- 3. Vendor: General Electric
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Cylindri cal
- b. Dimensions 16" X 15" X 26"
- c. Weight 409 lbs.
- 6. Location: Building: Secondary Containment Elevation: 112 Ft.
- 7. Field Mounting Conditions [ fl Bolt (No. 4 , Size b" )
Weld (Length )
- 8. a. System in which located: Standby Liguid Control System
- b. Functional
Description:
To Drive "The SLC Pump
- c. Is the equipment required for [ 3 Hot Standby [] Cold Shutdown
[ ] Both [x] Neither
- 9. Pertinent Reference Design Specifications: 21A9255AE O n
-----m-,,-n- . A, ,,..v , . , _ , . , , , , _ , , _ _ _ _ , ,
MPL: C41.C001 2
!!I. Is Equipment Available for Inspection in the Plant: [X3 Yes [ 3 No O IV. Q ug mgt j agfg at 3 n M g :
[ ] Test [ ] Analysis [X3 Codination of Test and Analysis 2
' Qualification Report *:,[ ,[1 {t tea.t.iaa T.es.t..Eepact..aabtandby (No. , Title and Date) _Tes,t,, Report No. 5430-6958 u,eismic s Qualification Test Report, SLC Motor Mod. SK324AN2690, Ser. No. JM.100 Cogany that Prepared Report:,AE2 roved Engi,n,e,gtj,ng,,Tgs,t, Laboratory Cogany that Reviewed Report:,qen e r,al_Qe ct,tj,c,____ _ _
V. Vibration Input:
- 1. Loads considered: a. [ ] Seismic only
- b. [ ] Hydrodynamic only
- c. Ex] Cont >ination of (a) and (b)
Assumed
- 2. Method of Codining RRS: [ ] Absolute Sum [ ] SRSS [X3 Accelerated Loads 75tniM~ipicify]~
- 3. Required Response Spectra (attach the graphs): Attached
- 4. Daging Corresponding to RRS: OBE __ _ _
SSE
- 5. Required Acceleration in Each Direction: [ ] ZPA [ ] Other (IVecWy)
OBE S/S = F/B = Y= ~ SSE S/S =... .L2.Lg.- - . F/B = ....q.25.9 ~ V =~ ..Q. ---
- 6. Were fatigue effects or other vibration loads considered'l
[ ] Yes [ 9 No If yes, describe loads considered and how they were treated in overall qualification program:
~
- NOTE: If more than one report co@lete itens IV thru VII for each report.
. 12/80 0
l 3 ,, MPL: r41_ ron1 VI. If Qualification by Test, then Complete *: O V 1. [ $ Single Frequency
~~
,3 random
[ ] Multi-Frequeny: ; sine beat
~
- 2. [ ] Single Axis [ ] Multi-Axis -
l
- 3. No. of Qualification Tests: OBE - -
4 _ SSE. a.- Qther - -
- 4. Frequeny Range: 10-80-10 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = None Detected F/B = None Detected V= None Detected
- 6. Method of Determining Natural Frequencies
[ $ Lab Test [ ] In-Situ Test [X] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[X]No
- 8. Input g-level Test: OBE S/S = 1.49 F/B = 1.4g V= 1.4g SSE S/S =_ 2.0g F/B =_2.0g V= 2.0g
- 9. Laboratory Mounting:
- 1. [ )] Bolt (No. 4 __
, Size ga ) [ ] Weld (Length ) []
- 10. Functional operability verified: [X ] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: No motor failure during seismic testing. Upon completion of test motor was coupled to a dynamometer set for 40 HP and ran continuousilfor 125 minutes, spec. _ maximum run time.
l 12. Other test performed (such as aging or fragility test, including results): Accelerated thermal aging performed to simulate end of life condition of the motor insulat,i_on system. Nonmetallic parts ir. radiated to 4.6 X 106 rads. No degradation of materials visible. Aging and radiation performed l y ,tg,r_t_o seitmic tvoe_t,qtL - . ) l
- Note: If qualification by a conbination of test and analysis also conplete Item VII.
i l 12/80 O l l l
-4 MPL: ,, C41-C001 VII. If Qualification by Analysis, then complete:
- 1. Method of Analysis:
[X] Static Analysis [ ] Equivalent Static Analysis . [ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): j S/S = > 239 F/B = > 239 V= > 2)f,_ _
- 3. Model Type: [ ] 3D [ ] 2D [ ] 10
[ ] Finite Element [ ] Beam [S Closed Form Solution
- 4. [ ] Coquter Codes: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , _ _ _ ,
Frequency Range and No. of modes considered: ,_ _ _ _ _ _ ,_ _ [x] Hand Calculations
- 5. Method of Contining Dynamic Responses: [ ] Absolute Sum [ ] SRSS EX] Other: 37gg gggg73,p ,
1speciff n 6. Daging: OBE___,_ SSE_g,, Basis for the daging used:Jgg 20 d975 Para 5.3
- 7. Support Considerations in the nodel:
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Motor Holddown Bolts Tension 1.75gv 4520 16,500* Motor Holddown Bolts Shear 1.75gh 3020 10,000* Maxinum Allowable Deflection B. Max. Critical to Assure Functional Opera-Deflection Location bility
- The stress res'ults are from using 1.75g static loads horizontal and vertical from existing calculations. This g" loading conservatively exceeds and envelopes the New Loads. The faulted condition does not exceed the allowable limits for the upset condition.
g 12/80 e
Qualification Sumary of Equipment MPL: C41-C001
- 1. Plant Name: Shoreham Type:
.. 1. Utility: Long Island Liahtina Company ,
PyR
- 2. MSSS: GE 3. A/T'. Stone & Webster BWR-4: Mark II II. Component Name Standby Liouid Control System Pumo
- 1. Scope: [X)MSSS [] BOP
- 2. Model Number: 2 X 3TD-60 W/ Gear Pack & Motor Quantity: 2
- 3. Vendor: Union Pumo Comoanv
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Pump With Three Pluncers
- b. Dimensions 31" X 40" X 15"
- c. Weight 1460 lbs.
- 6. Location: Building: Secondary Containment Elevation: 112 Ft.
- 7. Field Mounting Conditions [)] Bolt (No. 4 . Size v4a)
; Weld (Length ) '
B. a. System in which located: Standby Liquid Control I To Pump An Agueous Solution Of Sodium l
- b. Functional
Description:
pentaborate Tn The poactnr : l
- c. Is the equipment required for [] Hot Standby [] Cold Shutdown
[] Both [X3 Neither 1
- 9. Pertinent Reference Design Specifications: 21A9255Ar O
d 12/B0 1 l i l
MPL: C41.C001 2 III. Is Equipment Available for Inspection in the Plant: [X) Yes [] No O IV. Equipment Qualification Method: [ ] Test [X3 Analysis (Pump Only)[ ] Conbination of Test and Analysis Qualification Report *: VPF 5503-91-5 (No. , Title and Date) Seismic Calculations For TD-60 Comany that Prepared Report: Union Pump Cogany that Reviewed Report:,, General Electric V. Vibration Input: I. Loads considered: a. [ ] Seismic only
- b. [ ] Hydroctynamic only
- c. [X3 Cont >ination of (a) and (b)
- 2. Method of Conbining RRS: [ ] Absolute Sum [ ] SRSS []
- 3. Required Response Spectra (attach the graphs):
- 4. Daging Corresponding to RRS: OBE SSE
- 5. Required Acceleration in Each Direction: [ 3 ZPA [ ] Other (si>YcWyT~
OBE S/S = 1.17g F/B = 1.179 Y= 1.179 S/3 =,, 3 y g __ , F/B =,,_1yse SSE V =~ ~1.7sn
- 6. Were fatigue effects or other vibration loads considered?
[ ] Yes [X3 No If yes, describe loads considered and how they were treated in overall qualification program:
. .. .. .............. . . . .......- - ..-...-.... ~ ...-
- NOTE: If more than one report cowlete itens IV thru VII for each report.
' 12/80 O
t
,-,- ....,,,,,,-.,e...,.,-,,-,,.. , . - . - - - . , . . . , - - , - , , . _ . . . . , _ , , , . , . - . _ - , , , . - ~ . , , . . . . - . , , , , m.,_,m ._....,4 ...,,...-,,,,,..,a---e.., . . - , . .
3 MPL: C41-C001 VI. If Qualification by Test. then CompleteU N/A (Pump Only) 3 random O 1. [ ] Single Frequency [ ] Multi-Frequency: sine beat
- 2. [ ] Single Axis [ ] Multi-Axis - ~~~~~~~
- 3. No. of Qualification Tests: OBE SSE Other TiWciYJi
- 4. Frequency Range: __ _ _ , _ ___
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
1
$/S = F/B = V=
- 6. Method of Determining Natural Frequencies
[ ] Lab Test [ ] In-Situ Test [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No B. Input g-level Test: OBE S/S = F/B = Y= SSE S/S = F/B = V=
- 9. Laboratory Mounting:
- 1. [ ] Bolt (No. . Size ) [ ] Weld (Length ) []
- 10. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made:
- 12. Other test perforned (such as aging or fragility test, including results):
.- u
- Note: If qualification by a cont >ination of test and ardlysis also conplete Item VII.
I 12/80 O 4
4 MPL : C41-C001 VII. If Qualification by Analysis, then complete: (Pump Only) n "
- 1. Method of Analysis:
[X] Static Analysis [ ] Equivalent Static Analysis . [ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side / Side, Front /Back Vertical):
S/S = 136 F/B = 136 V=_jy___
- 3. Model Type: [ ] 3D [ ] 2D []10
[ ] Finite Element [ ] Beam [X] Closed Form Solution
- 4. [ ] Cocputer Codes: _____,_ _,_______________
Frequency Range and No of modes considered: ,_ _ ___ _ ____... ... [)] Hand Calculations
- 5. Method of Cont >ining Dynamic Responses: [ ] Absolute Sum [X] SRSS
[ ] Other: ............. -- . IEEE 344-1975 c 6. Damping: OBE, _ _ _ SSE,,1%_ Basis for the danping used:gggL
- 7. Support Considerations in the model: Mounted To Floor
- 8. Critical Structural Elements:
Upset Governing Load or Seismic Total Stress A. Identification Location Response Combination Stress Stress Allowa bl e Pump hold down bolts (tensile stress) SSE+SRV+LOCA 17,689 psi '37,'500 psi Pump hold down bolts (shear stress) " 11,350 psi 30,000 psi ; Foot " 11,395 psi 15,000 psi Dowell pins " 19,430 psi 23,400 psi Cylinder tie studs " 8,685 psi 25,000 psi Effect Upon Functional B. Max. Defl ection Location Operability N/A None 12/80 O V 1
-, . , - - - - - , -. ----.-a -,e-,,.- ---e- , ,, - , - - - m, e v,,
10~~ -ac =
= M___ti.i.iz2 M_E=tmi. r= _ .m._un.t. m_. i.e n_~_ wse5+2.deim. .-A E 5:=i pe_.
wt._. aa.. nd.w_ ~ M.- an, ..f. -_ i:
- . u..nT.-
=m.'
~
>. = _ .,:=L,-,=
' " ~
?-- =^A' I ~,$- .'~ -- e A?.? = -...I' ?$ "- - -~ -' ?--e l' ^ " " .
'j,.T,&=" *.,."'-'*"-~=.' '
=f '", .e - I? .
- - o -
s.G :=.Ni 5 2E f b'i Ei5$$ S5_-='5'."~5
~
- $$$5 N 'EN-5& f 2' M5:-5 f -i.5---= -T N^~.55!'s 5:5;i45-Ir= .=I~=
-- =3M:i : m - - - - - - - ,
=== .= - ---- - - -
..---1-~==~~=~- -. . - . = = - . ===~- = - = -- - - - - , -..- ==-===~==
=-.=n 8-- E===.::=:=-===--.-w.'*:==.t..=.-. ..== ~
. . . = ~ . = = =1 - - -
=-..
?.---~=
== ==-a_===.====1=. := -
_ _ _ = = =. = = =--.=:=~-.======= ==== = == = = -
= =-=r= = == := -- - - ._ .= ==.r g=:r==7+=-=====:====- = _ = _ _ _ = _ = _-- =_-----n,=.===;
-- y - __ _ r
- ' ' ~
4 * - ~ ~ ~ ~ ~ - 3
- = , ... -- --.~.~..=.2-12==.1-';--*~-'*--' .=-=
a._=_-. 4--,-.-;4--_.-...._:.TZ]=7-'...--
..==
- .= .-.--.: _. - _ . - . . -
*" =.=._.--,---.
. - . :- - - . - + -- - - - - - ~ ~ -- - - -
mmM-m-.--
^
M _- n
*- -'- --O'-"-*#* *
+ "
6..- n s s J 5.- - N m,-_
-e-A W
,IE P-
%' _' 1 1 V I
' ^
w l Lo.* I N J
]
A ". Ar I i
~ ~
3 -- , - . z . a b/ :I: i i 1- T-
- D I C 3 I !
i i i ! ! i V, +I ! f L s " . Y- % i a vt j/ . i e i i e i _ %.* + i i , i l g , ,
, i } e
! e i e i i e i i i e i
,N . . . . i , e e . . i i l I s i e i l i i i i i ' i ^ i ' '
@ i ; i s i i i i i s , i e
!.*
- i i i e , i i i ! i i if - i + a +
T s i i i e i i / i i e i i s i e i i i a i i i t i e i i s i p~~ I . . , , 4 s i . . . i e i 4 e s i e t
~
LO . ' _- w.
#==
l P. I E'~' A: i ' \ . W i ! \' I '4 9
- \ . t 'P A ! i i i : -* 3 e 4 3 8
'\ !
I nA !L
- 8 i 3 6h 3 ' ' ? f%I ' E !
e s { I
+
t i
\ . i # 6 il - i l im.) !
i i i s t 6 e e a i # e i e a j 1 i I + i \i t { e i t i + 8 i T I
!E I $
e i i , i 4 i i i i e i e i .$..e i i e i '.e
= i ,c y +
~~ ==~ -
WE=iEEi&&iis '-4;Esi
-bil,f#M=4= 3:a--u -t--K=^4ihav - + - - -- - -
r--=.-?. ==r-. . 4
=x =- rm-Ips-'- --- -
..==_M..'_T2.'
21 ' _ ~ . = _ ~_ - ~ ~ . .. . . _ _ . , . _ __
-=.-~ - ---==2---=-==;.;==--
- .g - .-- .- -
=-d ==-=
~=^^='::==~ = - - =- z=---..a_. . .:--..
-~~-.- -=
= - -- --
==.==- --
Q~ --~M W=S--- - 5}:== -. 1-'A ?-- A =
' ' =~.f k=,t- : =
8%-f? ~ -. S== = . .: = =E=-~5~5.~__- k- =.-.g.--- .=.~5):I '.= -~=_===5 r: =.4==-~=-
---d==-.--.___.,_ _ _ _ - - - - , ----. - - -=-====~=- = _--_:-__,.,w-.- - - -~l=-.- - - - - = -- - -
g* -.-~^~~.~~L~.-.=~== E?= -.:------ -.- -
=:-=.-.--
*==--"^===Q=-:-=~~
~~
----=q-- n= ===r4 - -
r- ---'- =====-
.:.:. :u . = = = - - m :-- -- =====~'^1---- -- ----A
= , . = ~ _ = = = .. =. . _. . = ;.-- ==.,._-
g
- - - - - - __ . , , , , = ~ - * * :
_----..-.-----s^ -----t~ :'1---
~
_ - - - -- -----.ke~~'t------- - - - - - - - -
}+
O _ . . . _ . R
' ~ ~
K
~
- 6. "
98D .,'b
,>I lVE -
N. 5. , m lUg I 2. w I
>*t >w 4
-i.iUi
- w.
IE ^ w . 6l E Qo or e i i t ! l , j i ! i ' '
, ; , , , j , e i i e i e e i e a + 4 I g,
j , , { i . I i . e i i i e t + i i e + i ('s i e 4 i e _ i * ' '
- g 1 X T
A
. X
'\
N
\
I 2 A I
'in, i
.A 1 1iN.
i i F 1 I j : I I i i
! e i i t I +
i , " bI U I '! N 4 I-I' } }Y i ' '
,, , , , e , , i e i 3 i . . , : i i . . . i I i i i i
, i , , ;
i , ; , , ii i e e i a i i i t e i e + i i ' i1 I I i ' ' 6 I ' ' I I 1. c_ y o
~ .
- - - - - w -s ,. ,-..e.,... , -m.,,, y. - , , , . , _ _ , , , , . , , , , , _
10.. < M 2q= 2=i; mm ewt141%tm -8 =m mig =&w = = =: .==w wc= == ; wwwg.;g M : +=im awm 1 9.. _?l-i 2mi '54R~ +Eks# =%-4=t~--E= - . l~-EM##=eM- = =h.n._:_ T_ :..=_2.. . * ^ _l_=_=_:.=._=__5'T.2=..+.2.-._=_=...L..m_w
.. ..- . _ . _E__M. . -:'-2=. - W_2_. ..:. . ~ _ . ~'-
_ _ _~ \ MgMJ MW-s=. dE= -M _i-i=~:EM =i 5-tG= 5_h -==N =Z MMEpME,942 -z M:-g lE;fiM==s"4 3 4:i" =_ 52M:-== l h,,, N=fh N-bN : - " h 3r2 N.h h k 2 [' ' Z7[ h- h - :..__, . _ _ , ,
= G-~~~-------'
W#i=1iME*=M##ua C2 - -fHT ~ !=_-GT W=====M= -5D=-g=b===.2_=_- .,= , g
=.' C T T :1 ~ 2 - ! .t.-~ 3
- ZT~___
.---_4..-
.- w I ' _-"! - _ --_ . ._ O 4 g - - .--- .M--
_-_1___.__ n,__,_____.,._____,
._-._r___f..
=f.=_=.==-_=~~=--J 7"__,__ _ _ _ , _.
_ n. g---._.._____.
- u. . _ _ _
\v -
--- 1 _ ; &.
. y._
6.. ': - r u ', 5.. 11% ; 4.. -- 's -
,_r1 . e i %
I 1 L + f .m A. E I I%- 3.. u u n
. I M (
r r 1 i : I f i , i f . 3 ' ;I ~c i i i i ' ' ' t i i ! 3 5 . !I i 2-
. , a i i i i ! IJ 7-T: , . : ! ! f - 1: . . E-m ,
i ! i i . . i e i ! i i , , e i i i i i e i
' i ' ' l !
. i , i , ,
. ! , i r
I e 6 o
. hn i t i ! *6 ! i e ' f i I i i I i i ! I f ! i ! ! I ! i t i i t 6 i
- O i
. l i } t ! 8 ! ! ! ! I e ! I ! E i !ii I! A I I I I ! ! I ii! Ii! I J ' i e i i i i i e i i ' i^
Y p** i i e i i e # 4 e e i i i i i e e i ! I I
- e i 6 i i i e 4 i i i i i i i ie tl t e i i 6 j i y iii,iy g g a
i a Y I 1 P i- -
!l.
I1 R~ l - c' , L3 . 1. . e. n T 5 3
. t% 3 I : ;v.
t 4 2 1 't+ i / I e: i i i i ' ' t i 1 i ; l 3
- h. F-
' . . f . PI ! h 5 t . .i! .[ h !Y E e . .
I I i ! I ! i i t i i f"" P { i i I f a t / ! i Vi . 1. '
, i i . i + i . , . . i i i c. . . . I i e i/ i e i i i .)
i e !e I e i e e i i j i e i e 9 e i i ; i I e/ ' e a j . >> ! (.J i IV i C i i a e i e
- i 6 e i i e i i a j i i t e i i j #s i 6 s I e i i[l I i t e 6 6 I
t . t i i . a e i i e i i i i i i e e e i e 6 h:ie i e i 6 if . i i i a + i e i e i Ci !k i i , V,' - ~ - - - um.=.. = = = = = . . ---==g g. . - r= =g.=-=-=. = - . = - - = -.-=~
- . .w ;.
....___..1_..,. -.-. .u.,_-. . . .
m-wm_, _] - -- - . - . - - __,_~~--._a=.,=.-.=.=-.====.p---_.._;
- . .- . ~ - -.- - - - --
sg . -. 5*==nn;.: '_E. i~_. q@-Mf=.===3-. . _ _ .- _ . . . _ .=.=--s. g- , . .. .
-: '=:Z.Z_E u.. . - . _-.
-___ / _ _ - - - - -
-_-=-.-2,-.w.C y'. -.
E=
....*.51 p :-*= -.M "T - -3__*g--.--.--J=4-
.-3-"--~'--'--- "* -** M 10. = E'.5.35 :5
'd~5fd 9~' _. ~~- . * - *:---'__.,vC":-'- '^7
- L .
=:=,% -r - == : ::: m.c =
- -- -=L=:.=-r g-- .=.:=.=..=-.;=_-__C_.
= .. =4. * . .- -
n J,===/_- .-1-- r --- . - - -.
- .;;.3%-t===
- - . - =- . = -. . , . -
._d__..,_3...-....p___.,=__.=---;_-=-~-
,g
= --*: n=:=r .m.- .._.4- ,
- - _ . . ~ -
_._.-. -gp _ -[. ---- .-
~ ~ - '
__--.=-e._.- . . - - m Z w g Z~- ^CI---
-*=-~
g _.____. ~ - ~ ~ ~~ M- -- 6 7 - - - - - - - - - - -------d~~~~~=' - - - ~ - - - - - * -- - - - -' - - - - - - - - -
--.----- ~ ~~ ~ " " ' - --- -
+3 y -- -
V '* _,,J- '+~--.-s
~
?" .. =
. y _ - .
gn , se (- ----+ r :
?N n..
.I s, e w.
2
~D Iw I:
>i, -s b5 4 " ---
' =-C i i
\ '4 d am \
i 1 :, .g tas. g i 3- r he j i i I\
\
i i i\ . I
' [ I e
+\ 4 4 w l T. .
i I j , , t e j e i , l + i i # \t i # $ l j j , ; i + e 5
- t i e i i e a
, , , , , , , i , i . i i . j i e i e i i i . . e a < > N.i>< i e i i i ! + i i i i i i 9 , I i i . . . . , e i i . i i a . i e a i a e i i i i 8 i e i \'ie i i a e e i i + i m ,' + i i e i s%
1 I I 1 g i . t IN ' ILf '. IL _
.f.4 t a r*. !
L . 6 + ! , a g i i pg i m.m. id ! i W'8 4 i . I I i + i ' I i , i , , _ _ + ! 1 3 * ! ! t r
~
9 i i I - f$ b , f OOl!! ~*=w-- N )
})b IN ' ! ' i i k
; ; , , , i ; j 3 -i. .
7 ! i 1 . . , i . , i { j j q i i + + j 6 l i i l I ! ' I I I I i I i kI I I ' i I I I i ' ! !! I !!i!! ! ! ' I ' ' i i . , i l l i i l i ! I e s i * * ' I f! j e { t i ! i f l i i i ll i'i i s i ! i
}e { } . e i l i i i e t i l 3
y -
..-.---w-my ...,r- n-
- .- --y
- - , . - - , - - . .-- . - - , . - - , - . , -.,-r-----.-,---.- .- ,-cw.-.y,-r, -,,-.ry.
NSSS-9 Document No. KSl-C41-F004 C SHOREHAM NUCLEAR POWER STATION UNIT 1 * * ' DYNAMIC QUALIFICATION COMPONENT NAME: Standby Liquid Control System Explosive Valve MPL OR EDL ITEM NO.: C41-F004 MPL
REFERENCE:
MPL 238X120BD, Rev. 8 ( EQUIPMENT CLASSIFICATION: CD ACTIVE O PASSIVE THE SEISMIC OUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED
' COMPONENT l$ CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SORT) REQUIREMENTS.
ALLAN'CHAN ~ PREPARED BY: DATEJ0-27-80 ORGANIZATION ' *' REVIEWED BY: A DATE I / h# SORT PROGRAM WAANAGER / ' APPROVED BY: DATE ! REMONSIBLE DESIGN ENGINEER
\
( GENER AL h ELECTRIC as 01250-1 6
,~....~ --.--_..-, _ -
r
"^ ^ ' ' "S'""^"Y O
- 1. COMPONENT NAME:
~
- 2. MPL OR EDL ITEM NO.:
- 3. QUALIFICATION DOCUMENTATION (ENCLOSED WITH THIS REPORT)
A. QU ALIFICATION
SUMMARY
OF EQUIPMENT (SCRT FORM), INCLUDING REOUIRED RESPONSE SPECTRA WITH TRS PLOTTED ON RR$ GRAPH, AS APPROPRIATE. Single frequency constant acceleration testing, RRS is not required because component is rigid over frequencies of interest, and is pipe-mounted. ,
- 8. SORT EVALUATION FLOW CHARTS (MARKED TO SHOW DECISION PATH).
> Enclosed C. REFERENCE DOCUMENTS R@ERENCE DOCUMENT REVISION OR
) NUMBER loENTIFICATION oATE TITLE / SUBJECT 1 VPF-3394-16-6 Rev. K(2-3-77) Valve Assembly, Con-0-Cap Type, Explosive Actuated (Explosive Valve dwg.) l-2 VPF-3394-36-2 12-14-76 Seismic Test Report 1 3 Letter from 12-7-79 Loads and Accelerations on GE Supplied BOP A Stone & Webster Pipe 11ounted Equipment-Shoreham Nuclear l Power Station-Unit 1 (File Number ! 210.12.1) 4 VPF-1848-9-2 Rev. 2(4-13-77) Trigger Assembly 1" T.S. Con-0-Cap, i Explosive Actuated Drawing. D. ADDITIONAL SUPPORTING DOCUMENTS DOCUSAENT REYlSION OR IDENTIFICATION DATE TITLE /SUSJECT , GE-21 A9370 Rev. 6 (12-11-75) Explosive Valves, Standby Control System, (Purchase Specification) GE-21 A93704B Rev. 6 (10-25-75) Explosive Valves, Standby Liquid Control System, Data Sheets (Purchase Specification) O
'd DRF150-C41F004-N3 2-13-79 Seismic Qualification of BWR/4 SLCS Explosive Valve to IEEE-344-75.
^w^ w ^ - - ^
,,,,,.,.,-..-y,
., ,,-~..t. -
QUALIFICATION
SUMMARY
(CONTINUED)
. - MPL ITEM NO.: C41-F004
- 4. REQUIREMENTS The explosive valve is.jpounted on a pipe. The combined (SRSS) seismic and hydro-dynamic accelerationst') for the faulted condition at the volve location are:
Side / Side = ~ 2.36 9 ; Front /Back = .24g! Vertical = 2.539 Functional description: Provides leak-tight shutoff of Standby Liquid Control System until operated (fired). The valve is required to be operable during normal plant operating conditions and for up to one hour following the start of an accident: must not operate inadvertently. P
- 5. DEMONSTRATED CAPABILITY The explosive valve was qualif'ied by multi-axis, single frequency testing (2) .
The test results show that the valve can withstand dynamic loadings of 6.5g horizontally and 4.5g vertically (Ref. 2, P.5). O V
- 6. RATIONALE FOR OUALIFICATION CERTIFICATION (INCLUDE DECISION ANALYslS WITH COMPARISON TO ACCEPTANCE CRITERIA, APPROACH FOR DEMONSTRATING OPERABILITY, AND CONSIDERATICN OF HIGH-FREQUENCY RESPONSE.)
The Shoreham valve was subjected to a series of single frequency (33 Hz), multi-axis dynamic tests (5 OBE,1 SSE). The input g levels were 6.5g horizontally and 4.5g vertically (Ref. 2, Section 6.2). The valve was inspected after the tests and was found to have no structural demage. The resistance checks before, during and after the tests were found to be normal. It should be noted that no r.esonant frequency was found during the resonance search between 1-35 Hz (Ref. 2, Sections 6.1 and 7.0). The valve was tested in Dec.1976 to Rev. J and the latest issue of dwg. VPF-3394-16 -6 II) is Rev. K. Revision K only added the location of the ' valve center of gravity on I the drawing and it will not affect the dynamic characteristics of the valve . , (Reference 1, Note 11).
] -
l
- g-. . . . . . . . . , , . , . . .. . . . . . . ~ , . . . . - . -. ~.
QUALIFICATION
SUMMARY
(CONTINUED) . The approx ate i sio s of th va ve re, 7" 0.D.; 1.61" I.D.; 4.5" endtoend(h). The trigger assembly is approximately 5.75" inches long and 1.625 inches in diameter and is mounted to the valve body by 1,00" of thread. The natural frequency of the trigger assembly can be approximated by the following method: l 4 The trigger can be modeled as a cantilever beam with a concentrated mass at its end. ; The natural frequency is e r h, L K y where K is the spring constant and M is the mass.
//////// Valve Body K = 3Ef and M =
L = Length (5.75"-1.00" = 4.75") W = Weight of trigger assembly (1.5 lbs.)(4) . 6 E = Elasticity Modulus (30 x 10 psi); the material is steel 4 4 I = Moment of Inertia (nR /4)= .34 in ~O r O Substitute K and M into equation 1, and we have u= 3
= 8.57 x 10 3 rad /sec;f=hw=1.36x10 3 Hz Since the valve assembly is shown to be extremely rigid, single frequency testing is justified.
The required accglerations of the SLC explosive valve are obtained from the A/E dynamic analysist3): , S/S = 2.36g F/B = .24g V = 2.53g These accelerations are below the tested g levels and therefore the valve meets the requirements stated above. mm (
l EQUIPMENT: Standby Liquid Control System Explosive Valve ; l
. MPL No.:
C41F004 p d DATE: June 2, 1980 l QUALIFICATION BY TEST l l DECISION POINT DECISION and/or BASIS FOR DECISION l
- 1) Is equipment same or dynamically No. ;
similar to equipment already, or , soon to be qualified to SQRT l requirements?
- 2) Original qualification by test or Test analysis?
- 3) Seismic plus hydrodynamic loads? Yes.
- 4) Is equipment fundamental frequency Yes, much greater than 60 Hz.
above hydrodynamic load high frequency
, asymptote?
- 5) Is TRSZPA.y RRSZPA ? Yes in effect, because tested accelera-tions are ~ greater than analysis accelerations.
- 6) Is operability demonstrated? Yes
- 7) Equipment qualified to SQRT? Yes 1
O . se 3-
t O LIST SEISMIC CATEGORY I EQulPMENT AND SUPPORTS REQUIRED TO ME ET SQRT . REQUIREMENTS Explosive Valve 1 r u IDENTIFY COMBINED RRS SSE+SRV+LOCA ME4MIC AND HYDRODYNAMIC RESPONSES) QU ALIFIED TO SQRT 1 I J L YEs IS q . N EcutPMENT SAME OR DYN AMICALLY *ES SlWILAR TO EQUIPMENT ' OPERASILITY NO ' DEMONSTRATED ALREADY. OR SCON TO SE. QUALIFIED TO SCRT ? R EQUIR EMENTS
?
NO NO 1r {' R E.0V A LIFICATION REQUIR ED l 4 v If
@ Test AN ALYSIS FIG, FIG. m QUALI i TONSY '
2 ANALYSIS OR 4 TEST
?
l Tigure 1. SQRT Re-Evaluation Flow Chart 8 b_.._-._..._.
O O O*'
~
Ostst;IN At (M B At It eL AIION From Figure 1 ft V 8 8 5 5 9r i SE tSueC E ., OM FIG t SEISMIC PLUS
@-+ TO t O Alts 6 HYOROOYNAMIC 0 FIG LOADS I l
' V f
EOUtPMENT STAVING E OUIPME N T le AVING DeSitNCT SINGLE MODE EOutPMENT HAVING OtSitNCI SINGt E MODE flESPONSE WITHOUI MULTIPLE FREOUENCY RESPONSE ftE SPONSE WilH . We gge CitOSS COUPL ING CMOSS COUPLING Cfi055 COUPLINei I 2 lifts g eTRS g 2, CALCUL ATED iftS " lie OUALIFICAilON CALCUL ATE D iFIS YES TRS ****)' > NO CLOSELY
- C BOUNDS RRS7 REOUIRED 804fMDS 3 4 Rf tS7 , 4 t,,nS 2
- nnS
- 0r tSt S
RRS * * * *B ' YES YES C m
. p 4 r i t O FIE (Mf ALIFICA TION OPE R ASILITY _
1 DE MONSTR AT E D ftE OUIRED F flTR$ge Tits,/ e TRS e . . ,l'N > NO C I 1.4 ilRRSg e RRS,l e RRS C '*I
< , 7 (Rf At tFIE D YES tOSORT Figure 4. SQRT Re-Evaluatlain Flow Cleart - Original l'quipment QualIileat lor ley Test-Selsnile I,nads
l O ! l l l From Figure 4 TO SEISMIC PLUS PIG HYDRODYNAMIC 4 - LOADS Ak U vEs u EQu1P. A ED
- ABOV HY AC Mic Av BLE ASYMPTOTE
- h h VES
%c Y
YES ES O T.. .. . ...... YE.
.PE . A._
DEMONSTRATED
?
NO go V
- R E 4U ALIFICATION -
R EQUIRED m Figure 5. SQRT Re-Evalua: ion Tiow Chart - Original Equipment Qualift:ation by Test-Seis=1C Plus Hydrodynamic Loads 0
- i. V*
s s. I 9 l f _ - - - _. . ,
Qualification Sunrnary of Equipment MPL: C41-F004 Plant Name: Shoreham Type: I.
- 1. Utility: Long Island Lichtino Cgmoany PWP.
- 2. NSSS: GE 3. A/E: Stone & Webster BWR-4: Mark II II. Component Name Standby Liouid Control Systeni - Explosive Valve
- 1. Scope: [X3 NSSS [ ] BOP
- 2. Model Number: 1832-159-01 Type Con-0-Cap Quantity: 2
- 3. Vendor: Conax
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
- 5. Physical Description a. Appearance Valve-Explosive Actuated
- b. Dimensions 7" Diameter, 4.5" Long, 9.81" High ,1.5" pipe Diameter
- c. Weight 38 Lbs.
- 6. Location: Building: Secondary Containment Elevation: 112 Ft.
- 7. Field Mounting Conditions [X3 Bolt (No. 4 , Size 1" )
Weld (Length ) l
- 8. a. System in which located: Standby Liouid Control Provide leak-ticht shutoff of.SLC System
- b. Functiona1
Description:
until reouired / ri,. pen , Function must be available for 1 hour folinwimg eve [t3hutdown
- c. Is the equipment required for [] Hot Standoy T ] Col
[] Both [x] Neither
- 9. Pertinent Reference Design Specifications: 21A9370AB Rev. 6 l
l
, 12/80 L
l
. _ , . - , . , . - . _ . . , _ . , _ , _ - . . _ _ . . . _ _ - _ . . _ . , ~ . . __ . - _ . - . , . . - _ - . ~ _ .
MPL: c43.gog4
~2-III. Is Equipment Available for Inspection in the Plant: [X ] Yes [] No f}
Q IV. Equipment Qualification Method: [X] Test [ ] Analysis [ ] Conbination of Test and Analysis Qualification Report *: VPF 3394-36-2 (No. , Title and Date) Seismic Test Report Cogany that Prepared Report: Conax Corporation l Co@any that Reviewed Report: , _ _ _ _ _ _ , _ _ _ _ , _ V. Vibration Input:
- 1. Loads considered: a. [ ] Seismic only
- b. [ ] Hydrodynamic only
- c. [X] Conbination of (a) and (b)
- 2. Method of Contining RRS: [ ] Absolute Sum [X] SRSS []
16UiiM~iliicciYy]~ Pipe Mounted
- (q/ 3. Required Response Spectra,(attach the graphs)
- ,
- 4. Da@ing Corresponding to RRS: OBE_ g p +, , SSE_ g % , x __ ,
- 5. Required Acceleration in Each Direction: [X]ZPA [ ] Other j (IfecIII)
OBE S/S = FS = V= See Note 1 SSE S/S =~~~27W~""~~~ F/B =~~~~T2%~ ~~ V =~] g g _
- 6. Were fatigue effects, or other vibration loads considered?
[ ] Yes [X] No , If yes, describe loads considered and how they were treated in overall qualification program: The ASME Code exempy,y,ajyej,ppyntady,pj.pf. e n ! less than 4" in diameter from fatinua ansly h _ ,,_ _ ,,,__ _ _
- NOTE: If more than one report coglete items IV thru VII for each report.
l NOTE 1. Based on a letter from Stone & Weber dated 12/7/79, Titled 12/80
" Loads & Accelerations on G. E. supplied BOP pipe mounted equi pment . Shoreham Nuclear Power Station - Unit 1."
File Number 210.12.1 . NOTE 2. As the equipment is rigid, only the ZPA is relevant. Damping coefficient is not significant for ZPA.
3 MPL: C41-F004 VI. .I.f. .Q.J.&.l .i. f.i .c.a.t.i .o.n..by ... T.e.s.t., .t..h.e.n..C.o.mpl et e* :
. random i g 1. [X] Single Frequency [ ] Multi. Frequency: ; sine beat l
~
- 2. [ ] Single Axis [X] Multi-Axis
~ ~ ~ ~ ~ ~ - - ~ ~ ~
- 3. No. of Qualification Tests: OBE
- 5. _ _ SSE. 1 Other See Note 1._.
- 4. Frequency Range: 1 to 33 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = > 35 Hz F/B = 535 Hz V =_ _ > 35 Hz See Note 2
- 6. Method of Determining Natural Frequencies
[X] Lab Test [ ] In-Situ Test [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [X] Yes Compare ZPA (See Note 3.' ,
[ ] No
- 8. Input g-level Test: OBE S/S = 4.5g F/B = 4.59 Y= 3.0g SSE S/S = 6.5g F/B = 6.59 Y= 4.5g
- 9. Laboratory Mounting:
( 1. [X] Bolt (No. _ 4 , S i z e,, l a ) [ ] Weld (Length _
) []
- 10. Functional operability verified: [X]Yes [ ] Ho [ ] Not Applicable
- 11. Test Results including modifications made: No Structural Failure, The _.
resistance checks performed before, during, and after the tests were found to be normal .
- 12. Other test performed (such as aging or fragility test, including results):
. . . . - - .. _ _ _ _ ..-.. a.
NOTE 1. 5 OBE & 1 SSE test performed for each combination of Vertical axis l and one Horizontal axis. .
*Not e: If qualification by a cont >ination of test and analysis also conplete Item VII.
NOTE 2. No resonant frequency was found during the resonant frequency search between 1 and 35 Hz. From Hand Calculations (attached) the natural frequency of the weakest section is estimated to be 12/80 greater than 60 Hz. NOTE 3. As the valve is rigid within the range of frequency'of concern, it is justified to consider ZPA only.
4 MPL: C41- F004 l VII. If Qualification by Analysis, then complete: (U 1. Method of Analysis: [ ] Static Analysis [ ] Equivalent Static Analysis l [ ] Dynamic Analysis: [ ] Time. History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = - F/B = V=
- 3. Model Type: [ ] 3D [ ] 2D [ ] 1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Conputer Codes: , _ _ _ _ ,, _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _
Frequency Range and No. of nodes considered: , , _ _ _ _ _ _ _ _ _ _ _ _ [ ] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ] Other: ...... ...... ... P 6. Danping: Basis for the danping used: OBE.......__ SSE_._.. . . - - . . . - - - - - (
- 7. Support Considerations in the model: ,_,______________
- 8. Critical Structural Elements:
Governing Load or Response Seismic Total Stress A. Identification Location Combination Stress Stress Allowable Maxinum Allowable Deflection B. Max. Critical to Assure Functional Opera-Deflection Location bility .._.... . 1 12/80 (
, ., , - - , , . . , , , , - - , ,--.~n,- , -~s a n- , -,-.o ,--
n - - SH I- 115 BOP-lo ITEM ( 1 ) O SHOREHAM NUCLEAR POWER STATION UNIT 1 1 EQUIPMENT DYN AMIC QUALIFICATION l 1 COMPONENT NAME: ARn voit Motor controt center MARK NUMBERS: la2Am cenin T8ro 1190 11,1. it,,. 1134, 111%, 111Y, 112X, 112Y, 111Z PREPARED BY S.F. Farac DAT E R/2/74 ORG ANIZ ATION Saunre-D Comoany THE QUALITICATION DOCUMENTS IDENTIFIED HEREIN HAVE BEEN REVIEWED AND EVALUATED, AND HAVE BEEN DETERMINED TO DEMONSTR ATE ADEQUACY OF THESE COMPONENTS TO MEET SElSMIC AND HYDRODYN AMIC LO ADS ACCORDING TO THE NUCLE AR REGUL ATORY COMMISSION SEISMIC QU ALIFICATION REVIEW TEAM (SQRT) REQUIREMENTS REVIEWED BY DATE ' RESPONSIBLE ENGINEER 1 APPROVED BY C'1 d F#R tf 7111'2AG A'ac AJ DATE f!/2 !8/ f PROJECT ENGINEER O A stant a wtssita ; l
QUALIFICATION
SUMMARY
AND EVALUATION f-- 1. Component Name 480 Voly Motor Control Center g 1R24M1CC1110 Thru 1139, 1131, 1133, 1134, 111X, 111Y
- 2. Mark Numberc 112X, 112Y , 111Z.
- 3. Qualification Documentatien A. QualificaLion Summary of Equipment (SQRT form), including required response spectra if applicable.
Enclosed B. Reference Documents in the Central File Package Reference Document Revision Number Identification or Date Organization / Title / Subject 1 11600. 0 2- 1. 43- 7 2C C(6/ 22/78) S&W Arrangement Dwg & BM for MCC 1123. 2 108- 1. 01- L2 8/2/74 Square D Company - Seismic Qualifica-tion of Model 4 Motor Control Center and Control Devices. 3 5/13/80 S&W Seismic Data Sheet C. Additional Supporting Documents not in the Central File Package Document Revision , ID No. or Date Organization / Title / Subject GO SNRC-535 March 5, 1981 LILCO Seismic Qualification Review - response to Request for Additional Information, Response 271.4 SH1- 113 Nov. 13, 1980 S&W Specification for 480 V Motor Control Centers.
- 4. Shoreham Requirements (dynamic loads, functional requirements)
The 480 Volt Motor Control Centers must be able to withstand the combined horizontal and vertical RRS for the faulted condition as described in Ref. 3.A. This loading represents the maximum RRS envelope for the selected items. The MCC's must start and stop electric motors in various ECCS systems.
- 5. Demonstrated Capability (from qualification report)
The 480 Volt Motor Control Centers' were cualified by random multi-f renuency biaxial tests to the TRS acceleration levels which enveloped the horizontal and vertical RRS over the f reauency range 1 to 100 Hz.
;b-) i i
- 6. Rationale for Qualification SH1-115
- a. Approach (analysis, test, both) Item (1)
The 480 Volt Motor Control Center was subjected to simultaaeous horizontal and /"'N vertical 11. puts of phase coherent randon. multi-f recuency' motion in the FB/V and (j SS/V diructions. Tne amplitude of each frequency was cojusted through the use of. a waveform synthesizer until the test response spectrum TRS enveloped the rcouired response spectrum over the frecuency range of 1 Hz to 100 Hz,
- b. -Response to Loads (including high-frequency considerations)
As noted in Ref. 3.B.2, page 4, the 480 V 110 tor Control Center demonstrated sufficient
. structural integrity to withstand the prescribed random multi-f requency test. The results of the low level resonance search tests identified the predominant natural f recuencies in the orthogonal di.rections to be (Ref. 3.B.2, page .17) horizontal front to back of 4 Hz, horizontal side to side of 3.6 Hz, cad vertical of 15 Hz.
- c. Operability FA and KA breakers, HO and DO type relays and control stations, and sizes 1 through size 4, Type S starters were monitored during the test to determine the electrical continuity (contact chatter) and to detect any spurious operation. The test demon-strated that the electrical function of the 480 Volt tiotor Control Center was not compromised as noted in Reference 3.B.2, page 4
- d. Field vs Qualification Mounting The 400 Volt Motor Control Center was attached to the rigid test table with l eight, 1/2" bolts. Field units are mounted with f our 1/ 2" A307 bolt s at i the corners, which are shown to be adequate by Ref. 3.B.2, page 17A.
I keviewer's
Conclusions:
I It is concluded that the tests performed on the 480V tiotor Control Centers satisfp~~ and successfully meet the requirements for the Shoreham Nuclear Power Station, Unit #1 1 There were no structural, mechanical, or electrical f ailures detected during the random l multi-frecuency tests. l l i
SH1-115 BOP-10 Item ( 1 ) QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: SHOREHAM Type,: l
- 1. Utility: LILCO PWR _
- 2. NSSS: GE 3. A/E: Stone & Webster BWR 4 MKII j II Component Name 480 V Motor Control Centers
- 1. Scope: [ ] NSSS [X] BOP J
- 2. Vendor and Model Number: Square D Co. 430 Vac Quantity: 28 )
Model 4 M.C.C.
- 3. S/W Mark Nos: 1R24*MCC1110 thru 1129, 1131, 1133. 1134 111X. 111Y.
112X, 112Y, 111Z.
- 4. If the component is a cabinet or panel, name and model No. of the devices included: Circuit Breakers. tvoe FA. FM. RA. MA* Srnrepre
, NEMA Size 1. 2. 3 4: Relavs Souare D C1nsm 8501 GO
- 5. Physical Description a. Appearance Cabinet (floor mounted)
- b. Dimensions 20"Wx20"Dx92"H c. Weight 600 lbs. l
- 6. Location: Building SC. CB. SW Elevation Various
- 7. Field Mounting Conditions [X] Bolt (No. 4 , Size 1/2" )
[ ] Weld (Length ) []
- 8. a. System in which located: 480 V Emergency Power
- b. Functional
Description:
Control Circuits for Station Emercencv 480 V Power
- c. Is the equipment required for [] Hot Standby [ ] Cold Shutdown
[XX] Both [ ] Neither
- 9. Pertinent Reference Design Specifications: SH1-115 m
O
SH1-115 Item (1 ) m III. Is Equipment Available for Inspection in the plant: [X3 Yes [ ] No IV. Equipment Qualification Method: [X)] Test [ ] Analysis [ ] Combination of Test and Analysis Qualification Report *: Seismic Qualification Report for a 480 VAC Motor Control Center (No. Title and Date) 108-1.01-L2, August 2, 1974 Company that Prepared Report: Wyle Lab. Company that Reviewed Report: Square D Co. V. Vibration Input:
- 1. Loads considered: a. [] Seismic only
- b. [ ] Hydrodynamic only
- c. [XX] Combination of (a) and (b) (Worst Case)
- 2. Method of Combining RRS: [] Absolute Sum [0] SRSS [l (other, specify)
- 3. Required Response Spectra (attach the graphs): Yes
- 4. Damping Corresponding to RRS: Upset Faulted 1%
- 5. Required Acceleration in Each Direction:[G]ZPA [ ] Other (specify)
Upset S/S = F/B = V= Faulted S/S = .58 g F/B = .58 g V= .62 g
- 6. Were fatigue effects or other vibration loads considered?
[X] Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: To the extent required by IEEE-344-1975. l l
- NOTE: If more than one report, complete Items IV through VII for each report.
O
SH1-115 Item (1 ) VI. If Qualification by Test, then Complete *:
- 1. [ ] Single Frequency [X] Multi-Frequency EX] random
[ ] sine beat []
- 2. [ ] Single Axis [X] Multi-Axis
- 3. No. of Qualification Tests: Upset 5 Faulted 1 Other (specify)
- 4. Frequency Range: 1 Hz - 100 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 3.6 Hz F/B = 4.0 Hz V= 15.0 Hz
- 6. Method of Determining Natural Frequencies
[XX) Lab Test []In-SituTest [] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [q] Yes (Attach TRS and RRS graphs)
[ ] No
- 8. Input g-level Test: Upset S/S = F/B = V=
Faulted S/S = 1.5 F/B = 1.5 V= 1.8
- 9. Laboratory Mounting:
[XX] Bolt (No. 4 _, Size 1/2" ) { ] Weld (Length )[]
- 10. Functional operability verified: [XX]Yes [ ] No []NotApplicable
- 11. Test Results including modifications made: Meets the spec requirements without modification.
- 12. Other test performed (such as aging or fragility test, including results):
None
- NOTE: If qualification by a combination of test and analysis, also complete Item VII.
. _ . . . - _ - . . - - - . _, . _, ,_ _ .~. ._. .. .- -
-O x ~ w w , , ~ _
~
cw ~ w c n m ~ SM-/8- /_
'! .- . ~ i
' *: . Z 'IC
.. T . . T. ' } ';_ --'-21'.f--".
Wy _ . .
%nm 4 g =i =. .ipq 4:-q g=g
, s 3 .;Q v4;jp:: = 99=pr::==r = {j@;-g , { g,di[;-EjjjjQ@pp joi.Q m d %< s .~
O f h: 4[-hN _ r~ ~. bF ^=T ~~ "~hd E D '~ --+-d..f h=- U ,
, igahr. mx . _ =. ._=. _= =_.) - -
..rx=r:: =k=. ======:==l=:=w== : r===:r=dww. w _
g= .
~
l
,N - ' pj - . p = *: 13: _& : . u : .
- 4
_ ; ;_ ; :::d ._L: z g . :..- 4 _..'go. . o. u : =. ;M.:. k_
^
.l; ,
. . .;._ 2,-. ,. u.. . ._.._.n_.
- a. %. = _m.. . u. 2 u ~ . y nV. _
3F!= ^' ~ ~ ~ - - E.~55 1 if M
~
b U.-Y
. ':r [-5 : '"5
~
}
= = ; =. 2 == . =: = = : =u ' g =f.
1 i h. ;arJg_ *
=: ;=:
Z tc~"
..... 2; =ne=:r
' = ' = Z r== =T t ._ . ..- 3,== =_. =- . = b rr*'---t-~. = 1 ... = 4i d = =._r=.~.: '
- r i a ':m. :r:=:. ;-- .;
._p.__ jrt:c.rtz : --- ---- -
n:n
~.*%m:[yt : : .=: 22 ::. r i. ,
i ?jn: t" T 2:.*rr. ~ ; _._~r-~~- - -M -Mr.Q- .T_ r-- - - --
% . w . . ,
. _ ._..g... 6- ---.--- ++
.,....4....,...~
. , kp. . . . _ . . + ~ - * -
......a.
..9 9.. ...
.l..--
.r.. .4
, . . . _ . . - . . . . _ , _-.4_
~
.;_.. _ ._. .L.-
..c g.._....4.
..+..~.
.4
'..~.e_.M,.,.%-..-g.__.-_-..._.
n.._ '
.s q_ , _ . _ . ... . H _. . . . . . _ p._. . p m. 6. .
__ { . . .._ . . . . _. . _ . . . _ ~ _ .
. . _ _ . . . . 4_ . ,
. .. . . _ . . ~.7.. . . . ._.w_. .
wl _.-. _ __ _ _. .
._.'._..s - .. . 4 ...A._. .M . .. .. - - . . . . .- .
- i. -g .- _ .
o q _
.,_ . . . _ _ r. .. ._ - . _ _ , _ . _ ._
_. ;_. ._.r _ y _. _ __
~
& i
~~
)
~
=7 &
+ ~ ~-w . . . . . . . . . .
y . . . ..
.. -O
_ ._. :11:; . . _: . -- :- r_- : -- 2:j ' 1 $" l[ ~ ~ .
% , .. . .1,.... . 2. . . . . . .. . M_' . T.2. . '^'~.I .
.. ' CC
___r-
- g: _-
~
!c -t-
; 1:q. ;
quim- g; :- 3_, __ . - _
=;g;3==[=:- :: :.:; q_ . g:;gny . 3:_ n .s
=t=l=l=1 -.=L.._ . . _.F.. _ -- 4 5 .Z h .d : ~ ~, Z - ' '
p u'=,1.. . . . . .
- &... . - . 6d = ==:_._ i ,
+ . . . 2- --~
=; . C- _ ' = . _ - ~ ~ . - ~ . - , - - -
T . . _ . . . . . 2_ , ..g . . _ _ . . . -
._= ^C N
. . . . . .*~C^*'.*;'.~.~. '~ ~... ~"
; T
. I., . . _ _. , '!.._ ~ . . _ ' . ' ' ' ' 'C ~ . ~ ~ ' ~ ~ * - ~ ~ ~ ~ * .4 ~ ~ ~ T,
, ~I. .
;,* pij ~_ - _ -
- 7. g .c[ 3 fih: ll f. - { - -- k (i x: -
.. .a r
%. L=1idW :2-- kMh m4i -
- :: id -
"W L # m=
-_w_
...u t u ._ ::::x:2. 2 ;_: =;- - - - - - - - :: xxx ' " ~m ' u.u *u_: . n
. : x:
* - * '**~f"' '. u_ - - ' ~ ^ * ~ T*i:~ ~ ~::curr:m;
..1. ::
.f:- 1~-*. " " - * ' ~ .Z =*C 1-'-~2 :7__.__ ._. . " * .::'.** .
" . . . _ . _ ,T.^^*'-I.____.
!^~--
===== m=_a, u . m Q.
==m =;=
=.=.t===== =b= = =
==__==f =
t n
~
= - .
l= ===== == ,;=. _ _=: ~
~
. _ . ._ y - -
IC
~~.~ . ._
_.w.._.,_.
,_._.. 3
-_f Q _...
.._1_._p_;.._.. . _ _ . .
- g. _. .,M i .._
. + . _. p . p . _ [^ _. ._
. 4
}~._..__ _.. m..
._ .. .a._.._ .
... _ . .j .__ _
g N -N
- . . . - _ . + _
I _ m.. n
. . ~ . --... . . _ .p. ..p. .-e.- i_. . , ._w d,,w- .__ + - . - -
. - ..-- ._ . . _ . . . - . . + . . - _ , . , e .-w a
_a
- -. - . .. +.- . _ . . -.- -
-c. , .
.- . . ' - . - _r.e. e...- .-.e.W . . . .
.q . .
q_._. ; m _. ._ - . _ .
.y.._ j ._
g,
. g.
w _ _
-s
%h
~ cc
~
7E ' FN -
!R ~ lI~i!- d Nf ~ ~l N' *~'~ ' N -
- cc
. b:f.'jr Sf5 g j,f j . fI
~ ]' C _h .~i:5~5-_
EU
. :]":. . . } =} *.5h. -- j'.i} ~~C .U-(( -hi~'.f 25}:'5'[5.
- 7 ' ~ l_.'5: .s
~. -
01
.1;.. n c : - h --
n=: = -
.: 4 -- r -
rt t p =[xi._h-- .. : ;tc
---~ _.
~=_.=. =_ ._.. . t u= ::x..: 4' =-=d== ==t==:= =_t =l =__. f=.._4_... _
~_
_" ' , . :. YC .. ~ ~~~ T_~~ _CZE
~
i I
._' ~. . _f . .Z._ l.7 . - .
._..Y.._.'.~~~. . t'.CZ' r' '.*! _ '..'.' s .. .. t. 1 1 }g -.- - - m 7 ;; [ .j ( ... : lj --j g g_.y @; , . - _ -
- h{ -j:.: 7 q h..q:- 99p 4 -.;q- q c 1- . . . ::t :ri @ k @ ;i-j'p% 9 i. ;[3:n p g :. n. - .h:ug=r ug _, im . :pp:r p:574:
+ , --
_5t_ 52: _-
.5_J-* 3 5f;- '_.
-Fi[5 bnd E.h_-'25
. . . - . _ _ . .\_ U U-i b.N_.. ...f b.5[L.'.'3.b53,-
. ' bb . t.5.hf Ni--55f.ff.*h.
.. :. :*_::I 5. 'h'i.b.
. 5.J_k b.-.. _k-.. .b
- . _ .Jd'I'id:-
.\ _ . .. -- - - - - - - - - - -
m
.:t
.: a : -
= c =[ - --+ - - - - % :_.J.._t=t r:=ty=f= = W--+l== -- - ~=xr =l= ==: _.._ .m 1 ] Z ~ CI ZD.-'!."~ p aem*._M . . . ~ . . . . . . . . . . . _ . . , - . . . . _ . . . . . . _ _ _ _ _ _ . . . _ . _
Ja.n . '.Ih'1 :.: w . _.. :H : ' 1 .
,c l ..=l.h. g ..tr n-_
xn .- :-- :xrr rn;r n
..l...,..._..e...._.
7.. p--- . _
. ' . _ . _ .l_._.-...._
4.. ..
. . . . .. . . . _ . _ _ . .._._._.._1_.__..._____.._
.._..4._..L....-._. . . . . ... _ .
.._.4__
t'N
.4.+ . . . .
y
..e._
.n., -. . ._. .
[--_-_.- -N
-6 {.._., ,.y... .&-_.__r____
,v j
. 4 .. .. . . - , . . . .
- l. ..p,. . .. . . . . ,
_.,_ .__7.__-..._
.g
. . - . ._ . . - 6 . . . . . - . , . - . , . . - ~.--_r,-.--
r._ _
. . . . . ._. . . ....A. d. . _ . . . ... . . , . . . . _ .-__ .. - ---.-
-. -. a . - - ..~...-_-- ._
. -.-.- ~u . .
.. .._.a m _. -.
--- spmwmm . }- .-- .-( .:.--F + ,
o
%e ec n x x v m N
. cs x ~ e e e m N
c c w m
- CB cc N N -
e ce ~ e o , m ~ f g _. g g -
} j :! .... . l - . 1i d: i :l: : ._i.=. .- - c.1 r_c- -' T =:rn r_.- r:=n n } ;; : u:: .= p = :: [= q :--i n:- .= . . nc- r D1 .= }? - d - ':+ = 9ih =9 . f= -^ =i 17h 4?hl i= 4 --
; n m r e m am w =u = m uwEumu=amm=mitw=c+5tr+ mar ,
, Q - tV 4,
~ !$ h M ~:E N $ 5=._M!C-E d h- 1 51! .
-4__....q...., -.._,.... ..-._._. _.._v,._.._._.-M 5I5d $._d-5 % $: '6 q 7.__iif M . _ . . . _ _ . _ _
_ w_ I
._,I,.C. i . ;. , . .y*Z*- Z{Z'. :.~~Z
.'..g.
_.]
] _ tZ _.. . _ _ , . _ _ b._d.
.q....iZ " * .;.
;_.4__"_
.. .Z. :.. 4. . _ _
.;~. g '*.pZ.g _gf,.."
... .. . _ _.4.. _.___.%____ +. ...; ___
k
- -j:
~
. 3 (_
- ^ E. .-- 4 .;j i':.27 c:^. --~5 :5 c[ pj :; . ~ ._.- g _
_. : r: ..a. . _ _ ; jh _( .l _i. ;- r:_ ._n ; __ hD ;b. ik: tili- - ri.l.i-i..- -- .. -. n. a. . s. i. . 2...:i. - i ~i F2-i _ = r r. r. . r:..Q -. i ~ ' ' i_ i. 'O%, d , i_ d : _
- : rn _ -
! 2 k-d Ii. N NI~Nb- NE.~E~~h$. _. b
;bb~
Nbtbbh bhhhbb5=!hhfN .Nh! f ____.a_.___l'~
..- =:=xj :t ui
_... q-g rh n _ _.c n = r-
=__4
...v: 4. 1 t-'... _ . NmC,._41:=j=xnj==*:i . . . = 1 __ N.= --t=! 4._ = -
l h&__.o._-5.5.. 5 h. 3.g , Yf . _ [ .
-'t=_ .._.:_f.f. _ ?
+ _. _ _ ,
,.& {~ ~~I- - .- L~~_
g
]. y. ..Q_..,.. -__: - - . _ . , y _
_q . y [... ._g.._..
. . _4..,
l I
%. .m.
m _.~g7_. , . . . . _ _ . .. _ . _ _ . .
.. . _.q ..
.g ... . . _ . . _ _ _._._.w.. , _ . .
. e,
.. _ .. p .
g.p__ _ _ _ _ _ __ . . . . _ . _ - L_.
._,!0 f _.p _-._g... p .. ._..
g...... ._.. r {___ _
._ . g
. j. i . k _. .
_j __..
.l_. ( _
- y f _. . w . . R . g. _
_..7-..
._.9._. ,
O _. N .,_._. _. ... .e _ t _. f w ; . l .: . b!:_ - .:}? _: _.: p irti[ r z -
.: iib yl :__ 9 7._p r- - 99_ -i -2
- y c" -e o;
L
- ]: =- :: :--hig .y : j)ip-i i.. .i!;5;j ,5 " ".-jQi_ijpi[ .ir l;i[p;p Q j j lijig ;;-.. p -i _icp- ._ _ : _
cc
- .jg .gNjhi jiih_,.y{ ] ._.] @p.r-3:
, j:{ci Hx ;ii
] j-i[ihiiih-ij ij iip y ;-5.pp.'ij.' '_ .[
" -N
. , . . . _ , . . . . . . . . _ . . . . . . . . ~ . . . . __
_._.9____._ __
._q._.;.__,.______.._.____.
e~
' T- }i . 55-. ._. . _=_: __ ~~-[ t__
-4
_.....,.._g , p .. ... ..
._ Z. r._-pl p ._ g q y, qg__ :
- _gr:q .._.xrt.r4rr
...., .__4 . . _
i
.._q.r ;_,
g....h,__ g** =._l, mg= q - --
-ip-- :4.i- _. y . m m_;7 gg;- . . [( - -
_- := i;jEi. _ .-ji. j.. : j_f i .[i7g_bli M ipjglii@i[.--j [i--@ . @l-j ;j[Mfi, ,i .ipi_ j [ ._:-.:- : 4 ;.:7.p r m - n -n E {====-i-i._id:=_Fr
~~' ~~
p .p.q. ii.E.. i.ji.::.= 2..iii=ij=iS.;E.=.jiEsjiE=E = ;=_-F.
. ..__. =[in.- EiEl _= =_==_.4_- , . .
.El_ii.i.c 1 .
i, (v, , _d. . =. .. l _ .4_= t - n . _ . . _ aqn=t___.
! a-- @__ = t,c._ . .i__r..l
. _= __j_. f. n= . ._..f.____ ,_.9 . .[____.._.__..._.
r=
'3-..'*~~.*~i"~~". I
* '~**~"*~~ '
j C'-*~ .~2
$rfrtz. nrl=rf_._ .T= r._ r q ( .[ 4_ ; ._ _4_ .__h*-~g
~ tztzp._. ._ _. p -" \ [~j 1 +
m mp L a._ ! _+.-~l .,_ y C:p- _1 i __qlqp-~ _,___ 4
- es
.-._ . _ , . ..y .-
4 _. . _. p_ . . _ . _ _ . . . ._ _ _ _ _. __. __ _ ,.
- y. -_y.._. . . _ . _ .
,. .g . . . __ _ . . . . . ..
?; a a_ \
_-I . _
;g __ ._.
_.___..i_.. _.u ,
.L. . ._.4_ _ _.7.._ ._..; ._
= .. . _. .- t . .. +_ ._
g" 0 , i i 1 f i e Hj-imdi j jpJ:-li: d:-Qpi---jri-i . = ~ - t -d-E- . :i- p h F-i -izi-id: c r :- :::-d-- py r. ..
.h i:
g % == @i-W =ili ==i#i'=f "-Nih ~
#f MW:Miim =i? ===E4 T4 -@
M ' 4 iiEih:5.dP!Mii ~ E-E !5f5[55W5NJEElMf.".i!'E54.IfM4 5E ^
$5 n
-2.g.- .-.i. .e._@_ s. -_,=.=_=.t=:_==fsEEE_=_.r.
9 _
.- E.EE. i_E=_
-+ w_4 t .- =*= =r. .==_=1== .. w _. T- - --- _,
7 W -- + c=t= rrp:-f _ ._.cf_ __b __._ __ j __ _.
@ ;;:.:{"n;n d:: rt 4- 1 ...I_..:. d ._.._ d: . :: m ---+ __t- . l r tr ._..p._ ,! -"r _ _. _. . _.:_ _ _
7 ; _- r- j 4p+ sia;__::+.S g: ;_ .9 ;-if +_ . ;g _ u pm.:. . .= r :q 41. _- - :- c:p= EiiifH FT:j ;~E: .: =jfp r 7 "2%: -- !Ep }i r pg p; ;n; ;hpq . pgp-j
^
Zi- di [ . xx4 cri- :iiji'i xE@@@i((512E H3-iiEEF3r/j-@j%Ei..llEijf ji j@i j' ijijy.h_ =.-} -- d _ .
- 2. e r m : =
H e- ---tcr:rn:=nn
- = e = = = t= = =
l;1
- - =
=l=--p=-turtrx t = in=i.t _.. .. ._ .
=:== r--~- f==M===
.- 4: r n = -_ _ _ _.c m u. .-,..E_ _-...- ~M
. . . . . . . _ . . . _ ...w._ _ _ _ _ _ _ - _
. L _. _.
nr} r _p... 7__d .. .!.: . _J...rr.-..,xd.:.n.._:_-. n . _ _ . _ .c=n. ln}__
._i_?r_
r n_.L. nr. .:. ._. ...d.
. _.rt. ._n _}. ,rix: . _ _ a_._.. ._ . . ...-._ _w,_ . _ .
- .1 a r t.-_. __. _. r i .!_r; -d. r *t_=,.x=___..=... o. _ p tr
% -- T -=: rim r--=.. _:. =. .___-.e. _. w._H t r. ._ __=_
q . . . .r. . .J ._.y.. . . _ . .__._ y _...
. . _~__ _. _ .
_.,___g._.. .. b_ _ __ _ _ _ cs : -
- ca
\ _,.4_-g.... _ . _ .,
, ._e _ .
4_..w__ w_
) ..p _ . . . . _ _-_ a_ _ _ . - ._ _ . _ . - . - .
s( y.j q . .. q .... t _.. _ . _.__ _ . . _ _ __ _ _ . _ _ _ ___ __ _ . _ . _ _ . _ _ , _ _ .
.a.
y ..y .. . . { . . . _ . . , . . . _ _ y _. ._. ._ _. _ . _ ._ _ __9. ._ . . _ . _ ,
. } _. . . l .. .. . _ . .
._ ' -C___~_-__.,..l.._....-_. . '. . . .q_._. . _ - _. a .
_...q._ ____.
.. + _.._ q ._. .._.
..p y g g -
+
q . 7_.. _ _ _ .
..g. . _ .7 ,
.p __ . _ _ .
_.p. _ ... - q -., . -
.er N c * " m " *".
.O. e ec ~ c c n m ~ ~
s 3
^ __
S H l - I I '> BOP-11 ITEM (21 O l SHOREHAM NUCLEAR ' 1 POWER STATION UNIT 1 I EQUIPMENT DYN AMIC QUALIFICATION COMPONENT NAME: 480 VAC Circuit Breaker Pane 1 boards MARK NUMBERS: la24*rst.ci, -a t , -81, vi , .o1, -02, -03 O PREPARED BY, L.R. Gamblin DAT E 4/25/80 ORG ANIZ ATION Square-D Company THE QUALIFICATION DOCUMENTS IDENTIFIED HEREIN HAVE BEEN REVIEWED AND EVALUATED, AND HAVE BEEN DETERMINED TO DEMONSTRATE ADEOUACY OF THESE COMPONENTS TO MEET SEISMIC AND HYDRODYNAMIC LOADS ACCORDING TO THE NUCLE AR REGUL ATORY COMMISSION SEISMIC QU ALIFIC ATION REVIEW TE AM(SORT) REQUIREMENTS DATE 3 / , REVIEWED BYi ' RESPONSIBLE ENGINEER . APPROVED BY: f 14M M " WTGRAGAEO^' DATE N/3!8/ PROJECT ENGINEER O d STONE & WEBSTER
QUALIFICATION
SUMMARY
AND EVALUATION l l y w) 1. Component Name 480 VAC Circuit Brecker Fane1 boards i
- 2. Mark Numbers IR 24*PNL-G 1, - R1, - R2, - B 1, -Y1, -01, -0 2, -03
- 3. Qualification Documentation A. Qualification Summary of Equipment (SQRT form), including required response spectra if applicable.
Enclosed B. Reference Documents in the Central File Package Reference Document Revision Number Identification or Date Organization / Title / Subject 1 11600. 0 2- 1. 43- 333D D(11/28/79) S&W Outline Drawing for Brecker Panels. 2 8998-10.09-L23 4/25/80 Square-D Company - Seismic Qualifi-cation Test Report for a 480 Vac Circuit Breaker Panelboard; includ-ing Addendum 1. C. Additional Supporting Documents not in the Central File Package
,q Document Revision ID No. Organization / Title / Subject
) or Date SNRC-535 March 5, 1981 LILCO Seismic Qualification Review - response to Request for Additional Information, Response 271.4 SH1 115 Nov. 13, 1980 S&W-Specification for 480V Motor Control Centers.
- 4. Shoreham Requirements (dynamic loads, functional requirements) l l Each circuit breaker acts as a circuit protective device for the circuit controlled.
The circuit breaker affords overcurrent protection to the electric penetrations aad the equipment served. When used in combination with a motor starter, the breaker affords short circuit protection to that starter. The circuit breakers and panel-boards must be able to withstand the combired horizontal and vertical RRS for the j faulted condition as described in Reference 3.A. This loading represents the l maximum RRS envelope f or the selected items.
- 5. Demonstrated Capability (from qualification report)
The 480 VAC circuit breakers and panelboards were qualified by random multi-freauency blaxial tests to the TRS acceleration Icvels which enveloped the horizontal and vertical RRS over the frecuency rcnge 1 to 100 Hz. (% l
- 6. Rationale for Qualification SH1-115
- s. Approach (analysis, test, both) Item (2)
The circuit breakers and panelboards were subjected to 30 second duration simultaneous horizontal and vertical inputs of phase incoherent random motion consisting of f- frequency band widths spaced at one-third octave apart over the frequency range of ( 1 Hz to 100 Hz. The amplitude of each one-third octave band width was independently adjusted in each axis until the TRS enveloped the RRS.
- b. Response to Loads (including high-frequency considerations)
As noted in Reference 2, page 6, the test specimans demonstrated sufficient structural integrity to withstand the prescribed random multifrequency test. The results of the low-level resonant search tests identifieo the predominant natural frequencies in the three orthagonal directions to be (Reference 2, page 11), horizontal front to back of 20 Hz, horizontal side to side of 20 Hz, and vertical of 46 Hz. O c. C,perability Selected circuit breakers and their associated auxiliary switches as well as the entire circuit of the 480 VAC circuit breaker panelboard was monitored during the tent program to determine the electrical continuity (contact chatter), current and voltage icvels, and any spurious operation. Circuit breaker chatter in excess of two milliseconds or inability to operate was considered a circuit breaker mal-function. The test demonstrated that the electrical function of tie circuit breakers was not compromiced as noted in Ref erence 2, page 8. .
~ ~
- d. Field vs Qualification Mounting The circuit breaker panelboards were attached to the rigid test fixture with ;
required number of 7/16".14, SAE Grade 5 bolts identical to the mounting hole l pattern specified for the field installation. l l O'- Reviewer's Conclusions it is concluded that the tests performed on the 480 VAC circuit breakers and panelboards satisfy and successfully meet the requirements for the Shoreham clear P Station - Unit 1. There were no structural, mechanical, or Nyectrica7wgfluresdetectedduringtherandommultifrequencytests. e
~
BOP-11 Item (2 ) QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: SHOREHAM Tm:
- 1. Utility: LILCO PWR
- 2. NSSS: GE 3. A/E: Stone & Webster BWR 4 MKII II. Component Name 480 VAC Circuit Breaker Panelboards
- 1. Scope: [ ] NSSS [X] BOP
- 2. Vendor and Model Number: Square D . MH-23WP Quantity: 8
- 3. S/W Mark Nos: 1R24*PNL-G1. -R1. -R2. -Bl. -Y1. -01. -02. -03
- 4. If the component is a cabinet or panel, name and model No. of the devices included: Circuit Breakers,FAL 36015, FAL 36030. FAL 30635.
O g FHL 3060, FHL 36070.
- 5. Physical Description a. Appearance Cabinet. (uall mounted) 5.75"Dx20"W
- b. Dimensions 6 23" to 74"H c. Weight 50# to 100#
- 6. Location: Building SC Elevation Various
- 7. Field Mounting Conditions [U] Bolt (No. 6 , Size 7 /16")
[ ] Weld (Length ) []
- 8. a. System in which located: 480 V Emergencv Power
- b. Functional
Description:
Control Circuits for Station Emergenev 480 V Power
- c. Is the equipment required for [] Hot Standby [ ] Cold Shutdown
@] Both [ ] Neither
- 9. Pertinent Reference Design Specifications: SH1-115
- SH1-115 Item (2 )
III. Is Equipment Available for Inspection in the plant: [X] Yes [ ] No IV. Equipment Qualification Method: [X] Test [ ] Analysis [ ] Combination of Test and Analysis Qualification Report *: Seismic Qualification Report for a 480 V Circuit Breaker Panelboard (No. Title and Date) ,_8998-10 09-L23, April 25, 1980 Company that Prepared Report: Wyle Lab. Company that Reviewed Report: Square D Co. V. Vibration Input: I. Loads considered: a. [] Seismic only
- b. [ ] Hydrodynamic only
- c. [5] Combination of (a) and (b) (Worst Case)
- 2. Method of Combining RRS: [] Absolute Sum [X] SRSS [l (other, specify)
- 3. Required Response Spectra (attach the graphs): Yes
- 4. Damping Corresponding to RRS: Upset Faulted 2%
- 5. Required Acceleration in Each Direction:[X]ZPA [ ] Other (specify)
Upset S/S = F/B = V= Faulted S/S = .52 g F/B = .52 g V= .4 g
- 6. Were fatigue effects or other vibration loads considered?
[U3Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: To the extent required by IEEE-344-1975
- NOTE: If more than one report, complete Items IV through VII for each report.
O
SH1- 115 Item ( 2 ) V1. If Qualification by Test, then Complete *:
- 1. [ ] Single Frequency [XX] Multi-Frequency [h] random
[ ] sine beat []
- 2. [ ] Single Axis [KX] Multi-Axis
- 3. No. of Qualification Tests: Upset. 5 Faulted 1 Other (specify)
- 4. Frequency Range: 1.0 Hz to 100 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 20 Hz F/B = 20 Hz V= 46 Hz
- 6. Method of Determining Natural Frequencies
[XX]LabTest [ ] In-Situ Test [] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS and RRS graphs)
[ ] No
) 8. Input g-level Test: Upset S/S = F/B = V=
Faulted S/S = 1.2 F/B = 1.2 V= .85
- 9. Laboratory Mounting:
[XX] Bolt (No. 6 , Size 7/16") { ] Weld (Length )[]
- 10. Functional operability verified: [X]Yes [ ] No []NotApplicable
- 11. Test Results including modifications made: Meets the spec recuirements without modification
- 12. Other test performed (such as aging or fragility test, including results):
None
- NOTE: If qualification by a combination of test and analysis, also complete Item VII.
D
-,, . . . _ - . - ... .. ~=~ -- -
R'/d, ffff-/2 Of'$2Y SN/-//f ~ 2,. Page No. 54 Repert No. 44689-1 FULL SCALE SHOCK SPECTRUM (g peak) 9 1.0 0 - 10 C 7 00 Z 10000 CAMPINC l?_:lel 10, 9 O$ 1 i i t E I I I I I O - ._ - . . - _ . __. 6 4 b - --- _ _ _ . . 2 I . I 1
' 1
' ! l ! I i 6 !. i . i i # j t
' ' I ! + I ' 'I f I . ! I
[ ! } . 4 l . i i i i i i .! i 6 a i i . i 4 4 Si a
' ' I 4 _
- s. .
,o O 4' WJ =2' .. g) en 2 . C :
', 5 ,
g _ , t: i ; i , i , i 4 i 1 i
'C , . ! , s - m i . i . . ! r-, > 4 t i I 2 I \. 4 I e 4 , \i y
t ! ! j 1 F t
- e JGQl e p ,e x , ; i i i + i i . i V 9 i
< s 1
* :r '
~ 2 1 U 'r . .
-1> . y ,
*, I -
2,
- 6 2
' Gi .
5, ! 5-sa f 1
$[ __ -,
, i f
t' I q l I l f I ! t I f I l i 3 4 l I I ! l f 1 3 l l
, e 1 . ! I a 4 i
1 1b Frecuency (Hz) (% - SPECIMEN l LOCATICN NO. -Y ' AXi5 5 - 5/V TEST GUN NO. 'D i
- I
~
h" l l
. _ - . . , . - - -- _ . . , - - - - . . _ . ~ . . _ - - , _ . _ . - _ . . . _ _ . . . , . . . ..
2 A 'tc ffa?./f.w7 ij n- -/,,.>
$b?~ //5 - L Page No. 85
*~ ~
FULL SCALE SHOCK SPECTRUM Ig Peak) a n r
'v 1.00 10 C 100 3 10000 DAMPING J. C/c l .
ic 3' s , t i
- b. 6 - -. - _ , _ . _ _ _ _ _ . . . - . _ . _ .
5: 1 I, _ _ _ . _ . -_._.._-_ . _ . _ _ _ . . _ . tY l i , i i i i I i i i i 4 r # I
' 8 h
I l t l I ! ! ! ! 8
! O !
ii ', i
, i i 3 i I i i i i,, !. I e- 1
- 9. 1 e: ..
6'., _ _ _ _ _ fly:a .. y __ _. _._
. eet. ,y --
h- syyn~
., f.a.: 4 s 4: -
( - I t., 3;__. gf .-_ _ _ _ E .
- n : t
; 1 32 ,
i 1 6 I i . . t . hg 3
. f
/.
it L. i
- L i !
i i i I i i i e i i e t i
,0
! T. I e
= s N ';s N_
_ m t. M ! f
.. . e
- 1 , .
a 2* ,1 i i i ____.i
- e_..__.___.__ _ _ _ _ , . _ _ __ . . .
i
-,-: ~
- x. -w c t 4- L 3._______ _ _ _ . _ _ . _ _ _ _ _ . . . . _
2 I i ' T f i ' i ! ' ' t
, i i i i .
'. 2 2 4 s . e e se a a * * *7 e , so a a + 6
- 7 6 s 2: (
1 10 100 1000 ! Frecuency (Hz) i b r,, e i . t >N ~4I o --, g 4 V SPEC: MEN LOCf TION NO i ' t.iXIS S
- M> TEST AUN NC. O i a ...
SHl-284 BOP-12 1TEMI ) O SHOREHAM NUCLEAR POWER STATION UNIT 1 1 EQUIPMENT DYN AMIC QUALIFICATION COMPONENT NAME: Hycirogen Recombiner Uni ts MARK NUMBERS: IT48*ac-OO2A & -0028 O PREPARED BYs Ray C. Myrick DAT E May 14, 1976 OR G A NIZ ATION Wyle Laboratories THE QUALIFICATION DOCUMENTS IDENTIFIED HEREIN HAVE BEEN REVIEWED AND EVALUATED, AND HAVE BEEN DETERMINED TO DEMONSTR ATE ADEQUACY OF THESE COMPONENTS TO MEET SEISMIC AND HYDRODYN AMIC LOADS ACCORDING TO THE NUCLE AR REGUL ATORY COMMISSION SEISMIC OU ALIF1C ATION REVIEW TE AM(SQRT) REQUIREMENTS REVIEWED BY DATE /# [/ [ RESPONSIBLE ENGINEER APPROVED BY: 01 W W EA W DATE O / 7[ PROJECT ENGl; JEER (O A su a msm I i
- -- - - , - - - , . , - - - - .-m.,. ,, ..- , - . . , ,-+,.-e.,-+-,-f -- - ~ -
QUALIFICATION
SUMMARY
AND EVALUATION
- 1. Component Name Hydrogen Recombiner Unit s i7 s.i
- 2. Mark Numbers IT48*RC-002A u -002B l
- 3. Qualification Documentation A. Qualification Summary of Equipment (SQRT form), including required response spectra if applicable.
Enclosed B. Reference Documents in the Central File Package Reference Document Revision Number Identification or Date Organization / Title / Subject 1 54591-2 5/14/76 Wyle-Seismic Testing of Recombiner 2 11600.02-6.87-3A 6/6/75 S&W-Hydrogen Recombiner Electrical 6 Mechanical Installation Interf ace Dwgo 3 11600. 02- FM- 52A- 9 10 / 27 / 80 S&W-Flow Diagram Primary Containment Atmospheric Control Sys. IT48 C. Additional Supporting Documents not in the Central File Package
,- Document Revision i ID No. or Date Organization / Title / Subject (O
SNRC-535 March 5, 1981 LILCO Seismic Qualification Review - response to Request for Additional Information, Response 271.4 SH1 284 Sept. 29, 1980 S&U Specification for Hydrogen Recombiner Units.
- 4. Shoreham Requirements (dynamic loads, functional requirements)
The hydrogen combiners are provided as a subsystem of the post-accident primary containment atmospheric control system to maintain the oxygen and hydrogen in the ; primary containment atmosphere at a saf e non-explosive concentration f ollowing a loss of coolant accident. The hydrogen recombiners must be abic to withstand the combined horizontal and vertical RRS-ZPA loads for f aulted conditions as described in Ref. 3.A.
- 5. Demonstrated Capability (from qualification report)
The hydregen recombiner was qualified by rr.ndom multi-f requency, multi axis tests to TRS acceleration levels which enveloped the horizontal and~ vertical RRS over the f recuency ranres f rom 1 to 100 ': . O V
- 6. Rationale for Qualification SH1- 289
- a. Approach (analysis, test, both) f- x Qualification of the hydrogen recombiner was by testing. The unit was subjected to
() simultaneous horizontal and vertical inputs of phase coherent random multi-frequency motion in the FB/V and SS/V directions. The test response spectrum (TRS) enveloped the required response spectrum over the f requency range of 1 Hr to 100 Hz.
- b. Response to Loads (including high-frequency considerations)
The reauired accrierations equals the ZPA, as determined by testing. From ref erence 3. A. , the n.aximum required accelerations are .45 g's and .60 g's horizontal and vertical respectively (faulted). The equipment demonstrated capability of 4.8 g's and 3.4 g's horizontal and vertical respectively. O V
- c. Operability The teste demonstrated that the structural integrity of the hydrogen recombiner was adequate to survive a faulted event. The "Barton" pressure transmitters functioned correctly both before and after'the seismic test series. The pressure transmitters were monitored eicctrically during testing.
- d. Field vs Qualification Mounting The hydrogen recombiner is service-mounted using six 7/8" dia. bolts in place of the six 3/4" dia. bolts used to mount the unit during scismic testing. Ext e rnal piping not attached during testing is connected thru flex-coupling for in-service use.
Reviewer's
Conclusions:
Based on tests results on the hydrogen recombiner, by Wyle Labs, the reviewer concludes-that the tests demonstrates that it is structurally adequate and that the operability of the pressure switches is not impaired by service in the Shoreham Nuclear Power Station Unit I and that it can perform its safety function af ter a faulted event.
~
7 P e v m'-et"'s e tt*Wr d kt*w--Wt--y r -m a -pe--' *'*TW'** T**4'**"v'PP-Ter'9"*'!-=*'FF i t-W**t#'"*' '*v--"
SH1-289 BOP- 12 Item ( ) QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: SHOREHAM m: T
- 1. Utility: LILCO PWR
- 2. NSSS: GE 3. A/E: Stone & Webster BWR 4 MKII II. Component Name Hydrogen Recombiner Unit
- 1. Scope: [ ] NSSS [X] BOP 1
- 2. Vendor and Model Number: Atomics Int. SER No. 302 Quantity: 2
- 3. S/W Mark Nos: 1T48*RC-002A & 002B
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
/*
- 5. Physical Description a. Appearance Equipment mounted on skid (floor mounted)
- b. Dimensions 13 'Lgx7'-4 1/2Wx5 '-8"H c. Weight 12,000 lbs
- 6. Location: Building Secondary Cont. Elevation 112'
- 7. Field Mounting Conditions [Y4 Bolt (No. 6 , Size ;/An )
[ ] Weld (Ler.gth ) []
- 8. a. System in which located: Hydrogen Recombiner
- b. Functional
Description:
Post-accident primary containment atmosphere control system
- c. Is the equipment required for [] Hot Standby [ ] Cold Shutdown
[] Both [X3 Neither
- 9. Pertinent Reference Design Specifications: SH1-289 0 .
._ ~ _ _ _ _ _ -._. _ _.. . _ ._. - -... ._ ___....~.~.. _ _ .. ... _ . . _ ,_.,_ __ . __ _
I SH1-289 Item ( ) III. Is Equipment Available for Inspection in the plant: [X] Yes [ ] No IV. Equipment Qualification Method: l [X] Test [ ] Analysis [ ] Combination of Test and Analysis Qualification Report *: Seismic Testing of Recombiner (No. Title and Date) 54591-2, May 14, 1976 Company that Frepared Report: Wyle Lab Company that Reviewed Report: Atomics Int. V. Vibration Input:
- 1. Loads considered: a. [] Seismic only
- b. [ ] Hydrodynamic only
- c. [X] Combination of (a) and (b)
- 2. Method'of Combining RRS: [] Absolute Sum [X7] SRSS [ 'l (other, specify)
D 3. Required Response Spectra (attach the graphs): Yes
- 4. Damping Corresponding to RRS: Upset Faulted 1%
- 5. Required Acceleration in Each Direction:[X8ZPA [ ] Other (specify)
Upset S/S = .20 e F/B = .20 g V= .50 c Faulted S/S = .45 g F/B = .45 g V= .60 g
- 6. Were fatigue effects or other vibration loads considered?
[X1] Yes [ ] No - If yes, describe loads considered and how they were treated in overall qualification program: To the extent required by IEEE-344-1975.
- NOTE: If more than one report, complete Items IV through VII for each report.
O
SH1-289 Item ( )
) VI. If Qualification by Test, then Complete *:
- 1. []SingleFrequency [DtX] Multi-Frequency ECX] random +
Fl] sine beat [3
- 2. [ ] Single Axis [OtX] Multi-Axis
- 3. No. of Qualification Tests: Upset 5 Faulted 1 Other (specify)
- 4. Frequency Range: 1 to 100 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 14 Hz F/B = 17 Hz V= 18 Hz
- 6. Method of Determining Natural Frequencies
[Xy] Lab Test []In-SituTest [] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [XX] Yes (Attach TRS and RRS graphs)
[ ] No
- 8. Input g-level Test: Upset S/S = F/B = V=
Faulted S/S = 4.0 F/B = 4.0 V= 3.4
- 9. Laboratory Mounting:
[x] Bolt (No. 6 , Size 3/4" ) [ ] Weld (Length )[ ]
- 10. Functional operability verified: [XX] Yes [ ] No []NotApplicable
- 11. Test Results including modifications made: Meets the spec requirements without modification.
- 12. Other test performed (such as aging or fragility test, including results):
1 None ; i I
- NOTE: If qualification by a combination of test and analysis, also complete ;
Item VII. O ! 1
J'H/ - 2 ??
/ \
A) b / lo,o .. . g
;ld & 2 MAtArw m J h Ts uW).9M ] '
, l , , :; 7'.g p w po , oc i e i i , ., _ _ _i .. i i ,
i i ! i
/N /_. , _ i
> . 1 I i i i ii i I .'7 i d M f C .,J' i 6 I I I I
' i S=LTU"'~
;&rEW intr 4
1 . .
.s - - 1; .- - . . > s l i ; i' A/O_.Q7 p_G f (M) XCVW/? ; ; l N,2 - -
_E w 2 o ' 1 i . i 1 C) 1 , l , v _: , N g - _ i I e T Q g t i l i
. 7 l ,
l i
, i i 6 4
-4 . i
, h'L'
- 4 , _ . .
8 si . 1 r ii i i n, i r i .
> i .
7 y i ! i i i - i , , i i i i i i , , , i
%J i l I I- I 4 I i ( i I i
,I I I i ! I i i I 6 _y t h ;
i p, I I I T 3
]
I I I 3 e=- r,w I I a i l l I I f 1 1 I I I I 1 I I I i i i , i i 3 -, i r t__,. i i ' ' '
, ; ,..__ . - . , j , , ,
- i
\
l w i E s li f I s'
$h g u
$ i e +
. f
/ i i
\
i M i o 9 s .
,r n KY n, , _ x- w, n i n at 8 i. i . .1 s. i i i i u y A ASe'
' 't + ' \ E I ' ' '
i- _, 6 t; ;; ; Tl l \; ; / .: A> ' ' ' v ws hu ,verzaraviers) __., .
^
e sqr4f7 12 d om . g . m C
"* ' 1 1 'N 1 i 1 1 1
! i I l ! l i ! l 1
%* I
, -_ i
~ S -- 2 l'ki~ $${fH / C CbM-) ' j i
2 9 . .
< 1 ,
r i i i i i i I i I
- 1 3-I
[8NMNY i , i I i i . I i- i t i e .i l 2 3 4 5 6. 7 8 910 2 3 4 5 5 7 89le0 2 8 ' s e 7 s 9/000 i [h i Qf /C[r/+T [d f /* 2 M.3
- n::c:ns a w:x> ,
*4= {t /YA f [ *)**I< 1! l Yl hj f-IS i
w -,, - , - --vs-, -,,..,v u , - . . . c . . - . ,
i 1 J M-229
.,P% \
Io.o g l CO $ U YS UW 6[ x)Hdn-)ll-2
' i i j t t i
- t i i i i i, i 1 .I !
i 1 i 1. 4r-I L A. VN r - -!y L, _t a
* [J D . /- , i 9
i 1
; i i i 6
s &} & -L" .".",". g i^f TQ Mf h Y! T l kJ i i 2 i i
. EIJ8 ' li 7 ' .' ' '
3
# U ~C # +-4-f-I- M I 2
O o i i , i 1 i i 1
, l s -
e v Q , i: l
. i . >
g ,
, i
. i i , . .
5 3 m 1 . _ _
-< :~ ~ >
7 v i i i 4 , i i i i . i i i,, , . < 1 N r
! ! i i i i : i e i i iir , i ,
5 k _
,/~ 5 ,4 h r :_
, * ) ss t r 1
-n c, , , ,
gg j > - 1 1 i . i- . 1
%,, ; i j i
;; i i - 1 mo ; i
--C,
, __I-*M_ .
- i-Y. f. si r-2
. _ 10' m' ; 'l ; , ,
- b. ,, ' '[ '
i,! . I I
$ . .I 1 i I i i i r i s: . i
' i-UE .J i- 8 I i e Gi g i/
1
! 1 i - i-
"o xv G '
i
; , , , i
[!
-r 7
/
i ( , , i i , i i
, 1 ,
l , V--K , s i , i i. i N i s i i Ew f i ! i x i i i i . i i i s
-a id e
W -
\ :.< FEE =3A M ZRt!=+CDCA441YLM g;: s.f ,-.e . . m -a~
~... . \, ,-". % A, n.12 e.isrA - - - h 44 ax _ , , s ,
~
s - , z
; - ; --,-^~i-'T-
%8 I we . --t m-_
c,= : : .,,r+c.. :%.=_ :- . _ r __=., ._ . .. . .-, 2 i I i i i l l > l I I I I I I I I I
, re o-. A I '1
- O b I .bk* hIml (( W
. , e t i i t i I ! I i I i l l i i e e l
. . 7 . .g 3 . . . 7 . ,foo 2 3 . s < 7 . 1000 i 2 3 . 2 x <
V ~ QE
~
(-tt b ris. f NE fav
- R.*: C,'2V"l.9 W SIC)
(chsd C l94tik. (C4sv ! i
- a
, e. f
.,- .. .f.
l
-av SH I "44/: Rop-li ITEMf 1 O
SHOREHAM NUCLEAR POWER STATION UNIT 1 EQUIPMENT DYN AMIC QU ALIFICATION COMPONENT NAME: orvmeli cas sonttor MARK NUMBERS: 1T48xPML-68 ALB, IT4P=PNL-69 A&B O PREPARED BY, R. Perez DAT E Dec enibe r , 1980 OR G ANIZ AT ION CCMSIP - DELPHI INC. THE QUALIFICATION DOCUMENTS IDENTIFIED HEREIN HAVE BEEN REVIEWED AND EVALUATED, AND HAVE BEEN DETERMINED TO DEMONSTRATE ADEQUACY OF THESE COMPONENTS TO MEET SEISMIC AND HYDRODYNAMIC LOADS ACCORDING TO THE NUCLE AR REGUL ATORY COMMISSION SEISMIC OU ALIFIC ATION REVIEW TE AM(SQRT) REQUIREMENTS REVIEWED BY: DATE !3 / y - RESeONSieLEENoiNEER A emD ,YEm a muom- Om r/a h, Y PROJECT ENGINEER 1 O A su a msm i
.I
-QUALIFICATION
SUMMARY
AND EVALUATION ' A 1. Couponent Name' r.rvue 1 1 cac Mn,4ent ( ') 2. Mark Numbers IT43*PNL-68 A&B, IT48*PNL-69 A&B
- 3. Qualification Documentation A. Qualification Summary of Equipment (SQRT form), including required response spectra if applicable.
Enclosed B. Reference Documents in the Central File Package Reference Document Revision Number Identification or Date Organization / Title / Subject 1 1035 Dec. 1980 EA6T Test Report IEEE- 323- 1974 Qualification of Delphi IV Hydrogen Analyzer. 2 58095 8/16/76 Delphi Industries-Seismic Testing of K-IV-Monitor Serial Number R-35. 3 11600.02-7.67-49C 10/24/77 S6W Panel Outline Drawing. C. Additional Supporting Documents not in the Central File Package Document Revision
) ID No. or Date Organization / Title / Subject SNRC-535 March 5, 1981 LILCO Seismic Qualification Review - response to Request for Additional Information, Response 271.4 SH1- 344 Dec. 13, 1979 S&W Specification for Primary containment Gas Analyzers.
- 4. Shoreham Requirements (dynamic loads, functional requirements)
The Drywell gas monitors must be able to withstand the combined horizontal and vertical RRS for the faulted condition as described in Ref. 3.A. This loading represents the maximum load for the selected items. The Drywell Gas Monitor - must maintain structural integrity and operability to start the hydrogen recombiner t.'hich is provided as a subsystem of the post-accident primary contcinment atmospheric : control system to maintain the oxygen and hydrogen in the primary containment 'atmospherd at a safe non-explosive concentration following a loss of coolant accident. Testing over the f requeacy range f rom 1 through 60 Hz is required for eauipment t ithin the secondary containment.
- 5. Demonstrated Capability (from qualification report)
The drywell gas monitor equipment was qualified by random multi-f reauency biaxial
~
4 tests to TRS acceleration levels ~which enveloped the horizontal and vertical RRS over the frequency ranges f rom 1 to 40 Hz (for items identified in 3.B.1), and ) fron 1 to 100 Hz for items identified in 3.B.2. 7-s A/
- 6. Rationale for Qualification l SH1-344
- a. Approach (analysis, test, both)
The drywell gas monitor equipment was su'o jected to horizontal anc vertical inputs
/~' of phase cohere-t rcndom multi-f requency motion i- the FB/V cnd SS/V directions.
(,,g-
) The enplitude of each f recuercy was adjusted through the use of a waveform synthesizer until the test response spectrum (ThS) enveloped the reautred response spactrum (RRS) cs identified in paragraph (5).
- b. Response to Loads (including high-frequency considerations)
As noted in Ref. 2, page 5, the drywell gas monitor panel demonstrated sufficiant structural integrity to withstand the prescribed random multi-f recuer.cy test. Results of the low Icvel resonance scarch tests identified the predominart nctural frequencies in the orthogonal directions to be (Ref. 3.B.2, pages 6 through 8) norizontal f runt to back of greater tncn 33 Hz, horizontal side to side of ~b Hz, vertical of grcater than 33 Hz. Ar noted 1- kci. 3.B.1, pages 7 through 12, the identified equipment items were tested over a f recueacy range f rom i through 40 Hz to a generic test resperse spectra which enveloped the required response spectra. Tne test shows significart margin in the i through 40 H: rcoge (log) (Ref. 3.B.1, Appendix E) which is suf fic ien t to account for responses at any potential resone.nce 'uetween 40 through 60 Hz. O O c. Operability The drywel; gas moritor equipment was monitored during the tests to determine that loss of c* ass i.e., performa ce did not occur during and af ter the specified seismic event. The test demonstrated thct the capability cf the eouipment to f unction cs specified was not coa. promised.
- d. Field vs Qualification Mounting The drywell gas monitoring instrumerts were mounted to the rigid test fixture in a manner and position that best simuir.tes their expected installation. The drywell gas monitoring paac1 was bolted to an interface fixture through five of the six normal mounting holes using standard S/8" dia. bolts. The interface fixture was then volded to the test machine table with the specimen orientea in the normal upright po si tion. The drywell gas monitor panel is service-mounted by welding.
Tne welding consist of sixteen 3/8" fillet welds 2 " long, around the base of the panel.
Conclusions:
It is concluded that the tests performed on the drywell gas monitor couipme,t satisfy and successfully' meet the requirements for the Shoreham Nuclear Fower Station, Unit #1. There were na structural, mechanical or electrical failures detceted during the random multi-f requency tests.
SH1- 344 BOP-13 Item ( ) , l QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: SHOREHAM m: T
- 1. Utility: LILCO PWR '
- 2. NSSS: GE 3. A/E: Stone & Webster BWR 4 MKII II. Component Name Drywell Gas Monitor
- 1. Scope: [ ] NSSS [X] BOP
- 2. Vendor and Model Number: Comsip Inc. KIV Quantity: 4
- 3. S/W Mark Nos: 1T48*PNL-68 A&B, 1T48*PNL-69 A&B
- 4. Ifdevices the component is a cabinet name and model No. of the included: See attachedorTable panel,1 A-i
- 5. Physical Description a. Appearance Rectangular Box
- b. Dimensions 72" Highx30" Sq. c. Weight 2500 lbs.
- 6. Location: Building SC Elevation 112' (BOTH)
- 7. Field Mounting Conditions [. ] Bolt (No. , Size )
[I] Weld (Length ) (16) 3/16 fillets 2 " lg. welds.
- 8. a. System in which located: N/A
- b. Functional
Description:
Measure levels of hydrogen & oxygen in primary containment
- c. Is the equipment required for [] Hot Standby [ ] Cold Shutdown f,]Both [X) Neither
- 9. Pertinent Reference Design Specifications: SH1-344 <
I 1
.g-.,= . . , - - i,,, -
o -. - , _ , , . -,ww,,,,. , . . - - - . - ,
TEST REPORT NO. 1035-1 SH1-344 INSTRUMENTS ONLY Item ( ) III. Is Equipment Available for Inspection in the plant: [X] Yes [ ] No b IV. Equipment Qualification Method: [X] Test [ ] Analysis [ ] Combination of Test and Analysis Qualification Report *: Qualification of DELPHI IV Hydrogen Analyzer to IEEE-323 (No. Title and Date) 1035-1 December 1980 (instrumentation) Company that Prepared Report: Eng. Anal. 6 Test Co. Company that Reviewed Report: Comsip - Delphi Inc. V. Vibration Input:
- 1. Loads considered: a. [] Seismic only
- b. [ ] Hydrodynamic only
- c. [X] Combination of (a) and (b)
- 2. Method of Combining RRS: [] Absolute Sum [gv] SRSS [l (other, specify)
- 3. Required Response Spectra (attach the graphs): See Graphs
- 4. Damping Corresponding to RRS: Upset 5% Faulted 5%
- 5. Required Acceleration in Each Direction: P]ZPA [ ] Other (specify)
Upset S/S = 0.5 g F/B = 0.5 g V= 0.4 g Faulted S/S = 1.0 g F/B = 1.0 g V= 0.4 n I l
- 6. Were fatigue effects or other vibration loads considered? )
1 [X] Yes [ ] No I If yes, describe loads considered and how they were treated in overall qualification program: To extent required by IEEE-344-1975 1
- NOTE: If more than one report, complete Items IV through VII for each report.
(
~
l
- l. _ _ . . . _ . - . _ _ _ _ . _ . - _ ..
n TEST REPORT No. 1035-1 SH1-344 INSTRUMENTATION ONLY Item ( ) VI. If Qualification by Test, then Complete *: ~
- 1. []SingleFrequency [X] Multi-Frequency EtX] random
[ ] sine beat []
- 2. []SingleAxis [X ] Hulti-Axis
- 3. No. of Qualification Tester Upset 5 Faulted 1 Other (specify)
- 4. Frequency Range: 1 to 40 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = N/A F/B = N/A V= N/A
- 6. Method of Determining Natural Frequencies N/A
[]LabTest []In-SituTest [] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [XX] Yes (Attach TRS and RRS graphs)
[ ] No
- 8. Input g-level Test: Upset S/S = F/B = V=
Faulted S/S = 10 F/B = 10 V= 10
- 9. Laboratory Mounting: Inservice mounting per drawings.
[X ] Bolt (No. , Size ) [ ] Weld (Length )[X] Service Mounted
- 10. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: No modifications, test satisfied all specification requirements
- 12. Other test performed (such as aging or fragility test, including results):
Aging tests were in accordance with NRC requirements and IEEE-323-1974, Qualified Life 5-10 years. See attached table D-II
- NOTE: If qualification by a combination of test and analysis, also complete Item VII. l l
1 l __ _ . _ - _ _ _- _ - . . . _ . . . - . . . _ , _ - . _ . _ . . - , . . . _ , . ~ . --,
- l. . . _& c x r- d /c 3 5-i Nct?k PAN ~ 4,jit A f 9 M6M PNL -e? 4 f 8 y
TABLE A-1 Pg S /4- /7 op- AnepoAe r sorg.j I- List Of Safety Related Instruments k_ Description ~ Item k 1 Entry Exit Valve Hoke Model 4251 G6Y Q E Serial No. 2190 2 Moisture Separator Armstrong Model 11-AV
- h. Serial No. 1793 P 3 Gas Manifold b Serial No. 3 p 4 Air Cooled Heat Exchanger Serial No. 4 5 Flowmeter
/~T Brooks Model 1350 ;V Tube No. 196A Serial No. 2189-5 -
g 6 6 Flowmeter Brooks Model 1350 Tube No. 5-65A Serial No. 2189-6 )] 7 Pressure Indicator Marshalltown Model 52B Serial No. 0195 8 Sample Pump Serial No. 1882 m 9 H2 Analyzer iT4!<' 3"" l }- Serial No. 371 174?" - * ' " ' ' \ Analyzer Electronics 10 { Serial No. 10 ,
)
)
11 Flow Orifice Serial No. 3356 )
- y C)
..+-
B ! a '
3 2 p o A r .:a' /c 3 g , g M' 3 \ TABLE A-1
/
List Of Safety Related Instruments (continued) El Item Description 3 12 A&B Differential Pressure Switch Static O-Ring Model No. 15R3-K2-VYIC Serial No. 78-4-1097 5 idh' 13 Down Stream Regulator Conoflow Model H21XT-XXX R1 E7'n Serial No. 3204-15 M3 14 Down Stream Regulator y Conoflow Model H21XT-XXX R2 (dbj Serial No. 3204-16 15 Down Stream Regulator jg Conoflow Model H21XT-XXX R3 Serial No. 1791 . 16A Down Stream Regulator
?p)J ee Conoflow Model H21XT-XXX-RB Serial No. 2191-16A mg.
- 2) 16B Down Stream Regulator Conoflow Model H21XT-XXX-RB Serial No. 2191-163
*Q*d.5 17 Calibration & Reagent Valve ASCO Catalog No. THT8262C7E UT Serial No. 93415D M;
18 A,B, Check Valve C NUPRO Model SS-4CA-3 h Serial No. 2187 Me 19 Temperature Switch EMD Fenwall Model 22800 Serial No. 7901
" .- 20 Temperature Bulb Fenwall Model 22800 Serial No. 21918
}
WEppA r al ' isar-i j
/ \ TABLE A-l' V
List.Of Safety Related Instruments (continued) h i Item. Description 21 Lights
, GE Model Et-16 Serial No. 0165A7844P5 22 Relay Potter Brumfield Model KRPllAG Serial No. 174414
,. 23 Relay Y Potter Brumfield Model KRP14AG d Serial No. 173308 M 24 Relay M GE Model CR2810A 14AJ Serial No. 22D135 25 ' Magnetic Motor Starter
'GE Model CR206B0
' Serial No. 15D2152 26 Switch GE Model CR2940U201 Serial No. 26 27 Terminal Strip GE Model EB5 Serial No. 27 28 Circuit Breaker ITE Pushmatic Model P1515 Serial No 614
,h 'gj 29 Fittings Hoke Gyrolok Model 6CM6-316 Serial No. 29 30A Cal Rod Strip. Heater (4 EA) GE Model 2A907A102 Serial No. SS2041-30A 30B . Cal Rod Strip Heater (4 EA)
' ' ^\ GE Model 2A907A102 Serial No. SS2041-30B
~
7A f p' l6 0 7'
- A05G'- )
?~
TABLE A-1 j
, N )
List Of Safety Related Instruments. (continued) l i I Item _ Description 30C Cal Rod Strip Heater- (4 EA) i GE Model 2A907A102 Serial No. SS2041-30C 30DJ Cal. Rod Strip Heater (4 EA) GE.Model 2A907A102 ' Serial No. SS2041-30D II) 31 . Sample Pump Motor 1 Reliance ID No. lYF882640A20 NE Serial No. 31 32 Current Transmitter AGM Model CD-4000 ! L. Serial'No. 38-320 33 Trip Switch AGM Model CD-4004-1 [ Serial No. 38-213 34 Matheson Flowmeter Tube No. 600 i Serial No. 34 35 Matheson Flowmeter Tube No. 601 Serial No. 35 36 Flowmeter Brooks Model 1350 i Tube No. 459 Serial No. 36 f 37A Terminal Strip Allied Barrier Block Model-750R1503 i Serial No. 37A
' 37B' Terminal Strip Allied Barrier Block Model 750R1503 - ]
Serial No. 37B J (1)'- Sample Pump Motor is purchased as prequalified to p '(' Note: IEEE-323-1974 by manufacturer. t _7- _ - . . - - - . . . , _ . _ . _ _ . . . . _ ,.~ _ .. _ .... ,-_ __ _ _..~ - _ .,_., ~._ ....-__ _ _ _- -.-
$3e1 x(b . \b u i ~ ,
fg v% i
. _ - o s
$ S N
F M/ E = R 0 3 l R x' R
- E .
o z Z
~
Y L ft s 6 A N
\ N A 0 h x /
8 P o i N E s 4 M G 1 3 T I m_ 2 A D c s s s O R D Y H 4 N U ?
, 5 -
. 0 1
N ~
. 0 O 3 V
T 1 1 # . I R
./ /
2 -
) E K U {_
3
, / _
H - 0 C / I - . 1 M 9
,U - e 7 -~ - ~ - 8 5R _~ - 7 T
.- CC I / - _ s, EE RP ' , . s. S -, ' GE , NS ON LO ' . E 3 P G TS O _ RE L _ ER U
- t. Z H
,C K ,
EO l f Si
/
SS
- . - . i.
0 0 0 o 7 65 3 2 ; oj -, z. 1 5 4 3 z i : : ' . . - _ u _ A iiJi. !) f4 1is d ;,
!: ll .i!l;!i ;. !
3 M, xn @. gtup, E i E R gf l l i i 3 7
*O" ~ 0 " b x
4 R x 0 S
.g 3 g S
\.
g R R i 3 ' 1 E T ,
- x. 0 2
Z Y I ~ L E ~ A R s N
^
h \
~
A 3 - x 3 0 N 4 0 1 E F 8 ~ s 6 9 G t e O 4 R
~
i E 1 7 D i i E
- A N Y 3 H
, 5 M
3 E l E E
.T I
N N - 4
. 0 1
F t O . 0 3 3 2 E N O # , 5 V nf - I / f
- I T 2 K
AU A L
/
l r' }. l i 4
/ rj G
E H 11 CM - : - 9
'm U _ - - -
a. d ,R _ i /. 3T E C g
- 6 CE ' -
l EP
- 5 u RS /
i P ,E
~
~
j . i. TS 3 4 AN LO
' 1 G
2 f P - O _ TS L _ RE ER A 2 Z G U / H I E K . EO
,C
/j R SH J
FJ SS /, G 1
. ~
B 0 3 0 2 o 9 87 t
,, o. 9 i
ss % 3 2 . i . .:.'.. . M E _ E i mu _ G _ d 'l _ n E i , , ;- . . . , '
RfAgA/~ AJA /bW~ / .? - /7t's-wava-69A4,8
/ 74'8* PNL. - f.s9 A 0 5 '
.D TABLE D-II Mechanical Aging h $ 33-% OF Wrpev27-
.) I o ST- I Design Cycle Life Mechanical Rate Item Description Cycles t Y""#8 RPM b
1 Extry Exit Valve 10 3000 10 Hoke Model 4251J6Y Serial No. 2190. 2 Moisture Separator 10 3000 10 []
- Armstrong Model ll-AV Serial No. 1793 3 Gas Manifold 10 3000 10 Serial No. 3 4 Air Cooled Heat Ex- 10 3000 10 changer Serial No. 4 5 Flowmeter 10 3000 10 Brooks Model 1350 Tube No. 465 Serial No. 2189 6 Flowmeter 10 3000 10 Brooks Model 1350 S Tube No. 5-65A U Serial No. 2189
~
7 Pressure Indicator 10 3000 10
- r. Marshalltown Model 52D Serial No. 0195 b Sample Pump 5 3000 10 8
!g Serial No. 1882 $ 3000 10 9 H2 Analyzer 5 m
Serial No. 371
]
10 Signal Conditi,ner 5 3000 10 3 3 O- > a
Ar4M A/s, M 95'-~ / TABLE D-II Mechanical Aging (continued) Design Cycle Life Mechanical Rate
& Item Description Cycles t Years RPM b
11 Flow Orifice 10 3000 10 Serial No. 3356 12 Differential Pressure 5 3000 10 Switch Static O-Ring
; Model No. 15R3-K2-VYIC Serial No. 78-4-1097 Down Stream Regulator 5 3000 10 13 , Conflow Model H21XT-XXX R1 Serial No. 3204-15 Down Stream Regulator 5 3000 10 14 Conoflow Model H21XT-XXX R2 Serial No. 3204-16 Down Stream Regulator 5 3000 10 15 mm, Conoflow Model
(( H21XT-XXX R3 A Serial No. 1791 Down Stream Regulator 5 3000 10
- 16 Conoflow Model U@ H21XT-XXX R4 Serial No. 2191 .? 3000 10 Calibration & Reagent 10
{ 17 Valve ASCO Catalog No. THT8262C7E []:
~
Serial No. 93415D 10 3000 10 18 Check Valve p Circle Seal Model Serial No. 2187 19 Temperature Switch 10 3.5 x 10 10( '
~
Fenwall Model 22800-0 Serial No. 7901 Temperature Bulb 10 3.5 x 10 10
, 20 Fenwall Model 22800-0 Serial No. 21918 b
C O G a g
-n-l
- , , - , 1
Ws;ckM?7A/d, /055~/ l TABLE D-II Mechanical Aging (continued) N Design Cycle Life Mechanical- Rate Item Description Cycles t Years RPM b Lights 5 3000 10 21 I GE Model Et-16 Serial No. Ol65A7844P5 10 II 22 Relay 10 3000 Potter Brumfield Model KRP11AG Serial No. 174414 23 Relay 10 3000 10( } Potter Brumfield Model KRP14AG Serial No. 173308 Relay 10 3000 10(4)
. 24 GE Model CR2810A 14AJ Serial No. 22D135 Magnetic Motor Starter 10 3000 10(
I 25 GE Model CR206Bo Serial No.15D21G2 26 Switch 10 3000 10(6) GE Model CR2940U201 Serial No. 26 Terminal Strip 10 3000 10 27 g GE Model EB5 c Serial No. 27
]
28 Circuit Breaker 10 3000 10( }
> ITE Pushmatic Model
~
Serial No. 614 P1515 N/A N/A f3g 29 Fittings Hoke Gyrolok Model 10 6CM6-316 30 Calrod Strip Heater 10 N/A N/A GE Model 2A907A102 Serial No. SS2041
'O s
-it-g
l 97 , m r as. isar-i . TABLE D-II Mechanical Aging (continued) l.. Item Description Design Life Mechanical Cycles Cycle Rate RPM tg Years 31 Sample Pump Motor N/A N/A N/A j g j g Reliance ID No. - lYF882640A20 f 3000 10 f 32 Current Transmitter 5
- AGM Model CD-4000
- Serial No. 38-320 5 3000 10 < 33 Trio Switch
~
I AGM Model CD-4004-1 ) Serial No. 38-213 i - 10 3000 10 ~ 34 Matheson Flowmeter Tube No. 600 10 3000 10 i 35 Matheson Flowmeter Tube No. 601 i5 Note: (1) To be cycled under normal load 4 (2) To be cycled under normal load j '- (3) To be cycled under normal load (4) To be cycled under normal load !- (5) To be cycled under normal load !4 (6) To be cycled under normal load 3 (7) To be cycled under normal load 4 !3 4 fI bl io B
-/3 E
, -.-..a_, ..,n . . . - . . . . - . - - -. , , . . - . . , , _ , , , . , , - _ , . , - - , . ~ . , . , ,
SH1-344 TEST PANEL REPORT No. 58095 I'** I )
- PANEL WITH DUMtn INSTRUMENT MASSES IQ IV. Equipment Qualification Method:
[X] Tes t ' [ ] Analysis [ ] Combination of Test and Analysis Qualification Report *: IEEE-344 Seismic Testing of K-IV Monitor (No. Title and Date) 58095, 12 August 1976 (Panel) Company that Prepared Report: Wyle Lab , Company that Reviewed Report: 'Comsip - Delphi V. Vibration Input:
- 1. Loads considered: a.[] Seismic only
- b. [ ] Hydrodynamic only
- c. [X] Combination of (a) and (b)
- 2. Method of Combining RRS: [] Absolute Sum [X] SRSS [l (other, specify)
, 3. Required Response Spectra (attach the graphs): See Graphs
- 4. Damping Corresponding to RRS: Upset 5% Faulted 5%
- 5. Required Acceleration in Each Direction:[X]ZPA [ ] Other Upset .S/S = 0.5 e . F/B = 0.5 g V= 0.4 g Faulted S/S = 1.0 e F/B = 1.0 g V= 0.4 g
- 6. Were fatigue effects or other vibration loads considered?
[XX] Yes [ ] No If yes, describe loads considered and how they were treated in overall qualification program: To extent required by IEEE-344-1975 1
- NOTE: If more than one report, complete Items IV through VII for each report.
D 1 1 1 l
TEST PANEL REPORT NO. 58095 m- 3M PANEL WITH DUMMY INSTRUMENT MASSES l Item ( ) l VI. If Qualification by Test, then Complete *-
)
- 1. []SingleFrequency [ X] Multi-Frequency [X] random + l
[ ] sine beat l [] '
- 2. [ ] Single Axis [X] Multi-Axis
- 3. No. of Qualification Tests: Upset 5 Faulted 1 Other (specify)
- 4. Frequency Range: 1 to 100 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 18 Hz F/B = > 33 Hz V= J> 33 Hz
- 6. Method of Determining Natural Frequencies
[X]LabTest []In-SituTest [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [X] Yes (Attach TRS and TRS graphs)
[ ] No
- 8. Input g-level Test: Upset S/S = F/B = V=
D Faulted E/S = 3.5 F/B = 3.5 V= 3.0
- 9. Laboratory Mounting:
[X] Bolt (No. 5 , Size 5/8") [ ] Weld (Length )[]
- 10. Functional operability verified: [Xy] Yes []No [ ] Not Applicable
- 11. Test Results including modifications made: No structural failures observed.
- 12. Other test performed (such as aging or fragility test, including results):
None w -
- NOTE: If qualification by a combination of test and analysis, also compler.e Item VII.
O
y_ . i-- . . . oa 6n.
'i~_ ;J3&Fy . .au.tm, .
u , .lu 1' ~. lT .j .ItI"1 ' CI~;"ll .1L u L . Tn [ ' -------.u.Lpro 9 g cv. o.L:lin!,d Lui
^
, *! . _ .n .7.! ..
_lt EpJ11 lL!:.i !!!i. 1 - I 4tt!-
- m !!!; 1".O'pil l1 111'.
!!iM Wf Jiil s l Ii- til 1__
F m
% _Ii-
. _ l!il! 1 !!!b.H!i !bllil ttx 1 1ti1 Ji F
Ul! !1il
!ill '" r
!il ill! .
Fil I l' !i 1i i I 11 S a %....il.i_i ir!!
.i ii!! :ii 8 s_, o
* - !. !2 u. ..R.i .i i I .!.]
.p...j..ip : i i * .; *
!.: ; ! !*:1 .. . ; ; ; r.
m a C s . j
. l [.h...... . c l ji.: :i ! I l .' :.n !l p.
ll
* .t ll I:{, *"h,;',Ilt .!: :'y
; l ['4["j j-*p .i i [' - q n, ;:h':i q ', 7 ; g
- l:: : rp--. i y :.
7-a e p r- -- - i!!,;! '
-{- -l; ':; [- tP [M b, g 3 ,l1 !l hj .l: i.
N p g
- i I i M h! .31 tLlt .2.:i- ! .. ! [ .L:, L l' T ,.L ':d' i
! - n 11 S
a (s 'l .- -1I e t!L l. :1p : 11 iin ! .I i 2 ' i lHj it !ii~l "~ i I 'i!j yF i;;i !!il i kil Fil "!i ' .. ' jill y1.-T _Th. g
'ilj '
i ! M
~~
S
~
, e m y
.x
! l 'l.!QI!!
I. .i . ' . l .I! ! l ..'l* -
, .[; ijgh.. :
[. {
. _. f }R . .- . .- .
h W ,, lil! . . . . ,
.!~-
.: ( .
i; \ il l ll ! , C c6 %" U
]
~ - ! ]$ l t.'. l - ..._
. ! h. [
}. ).
~
- a. f. ,a ( j l t .
h i
;-) l .. - . i s. ) ). g . .
I l
,e O
s.i O ., ! A 'g i6.. I a i 8
.-. }( ,
l.'
-s
(' n
,, 4 .U a a . i l jf t - . _
. .u ut .- .l... Il ! .. . . .
i. e % r4 p3 e __i. l . _ ! I 1 ll i !!j :' .l... i d lji G.I.. llll J. ';
- 2.I j' '8pI _I.I.lh.II }1 I :i
, .t. l ;. il :- _.
.O h *!1 .
4 . 1[ .[1 'b_.
.d L.. { .I. ~.
.! ~-
d E N .! b. ! (( I '
.! $._ .}
f! [ f './ i. I .I . . kl i '. bli.:
."""'"I I
.lt.h t g .9 f L i. Ll. I l1 }i 'cE j' 8
- .t j !i . .l t i
E i L. I '}} t O .2_ l::qj ._ L t .1.' M- i .l:. _l /- 3 o t'h t [- : l l L}! u hp 1l '.I . .. O[f.
'I :
mi 3il.I
.:L.i.::l t
j j}h lhi
!lilll l
~
"\
k-i fj i'2 '
'E E l'.
g -['. l-- l' ' ] )[h N g Ii d l 2 - h Q H = 4 f f-R e. s un _
; i k
. {j ,l
.': ih !
18 8 Q j
- L:L l e i
1s ( ll .,. f
. t -
g "m
. ,C 3
gj t:J m .o j g l. lj i. j ! !
': (. 4' W, &.-j:
s ' ll Pil 1:1
! l --
Z ;' .l '. I 1g i -[
% -d. il{ p{ a- ll g M -[.l . &.
1 - so Ji nl :U ' E L ' a m J i it t-
~. h I
. I ~: _ L-s J' in
- e
_i-L- - e
; ' t l N
! I 1
' . ..: 3-C H a. - rj l -
Z [ [- al c3 v2 m,. . l .l . I J t
-4' l - - -
\ L .-4 g
% p ~ ~
f(< C i 1 - 1 1 t-- - 77
,~ L _
g
.O_4 .,4 t
ga g,3 - _ l . i 1 .
., l l. < .. _
o n. s .- '
'h%
i ( ~ ^ h
^
o -- l
. . ^
/ '
-, o U a) P N ' l J 2 '
g d O. M 1 Q ' U -- (
$l . s '- L. -- -- - - -
$1 II
.)
C
---l- -L I~ 'd i IA-1 -
o l:- { a,I L-22. l 1 l.l hNl4
~
U 'l =G / -t ! e. 8
- 1. ._ _
st ![i.. ;
. m l l O./ '-
~
{1E l'- Jb q E !: f .J x_ L} P H
' th i t. - x 1' C tp tt [ 1 .::2; .
i _: J .t . II qI ~25 521~-
- $ h . I .
l
!L I l. t i
0 ' '
- !L 4 v {.
j
!l.
p- { . . .
.t.L l.r. !".i d %.4 .i] 4
's 9L s 1- * - -.
- U T1 . 1.1 + --
1 .
~
- . :- I g e t
ql t 4 t;r. jyr aQ:yi h g ,' t !!qi ,l gl1yq[.-
- 9 p
; m -
p[ gaN g y , 4;Mgt _ : !!' L . ;
' (
m t' m m i !-l, .it n 5: q c : = . o p- \ w\ Nl "
- u gj:
i l I !
._. - 1 ~ ' '21 1 -l g
- j I .
l l F-4 i H- N. td i t ! :; b- m: 2
$ ly i !o a2!irli: 0!!f i In hi: 1 aL M i Ii E fld*t. A .I c a i n i lm 1 '
d -~ -- a :
.: h.1 : - -
m i
- fl
~
'N M / '! ..
% . lI i 'll I : t o li' :
4 y U M-
* . 1 a t t :: : ;
ut
;i :I 1*-- ji p
- l; i
- q. -:
$ 8 q- ,
S j -
-;m 4 ;
- 4. v- . u g _ _
i illb.
. 3 - - -
y C d I, e I
'a 1 *'
.I. .
--' " GI ! l. .
i c dg i d 4* m 90 e8
~
h
& u
[ l' I il f M] [l h;I lgg [,U l
' ~
d k l i y J1[,m_l% I .; e h w.d d audv kgJ ! { l
.,;. e y (y v[3OR ATORIES Report !:o. m ; 3.gn /_ 8[ / Jeb No. _ 869f~~ Page Mo. __ j
,7 ADDEDtd 1 )
g ull Scale /oo g Accel. "o. l k s 2 _ Control ( h) Respone ( )j Operator o. 9 Specimen s-s- / P, Mo,ve/0a
/
Dat e _.b7!h-7_/ - Da:nping [ % Axis of Tesh .<./ ) IkT - COMPOSITE SIME BEAT WITH SACKCROIT.iD MNDOM RESPON5E SPECTRA f g. ,. , 3 . . . , .,a : : . . * , ,o ___--t... . . . * * * =
, 3 . , . , . ,
9 s , a= ; e +e ^-'P"*, -
% ,--F t *.
--=~...-......g..... .6 . ..
_, , , ' My-l W$ - p * ** ' e '.h . ,j-
' !I
,' p,I I '
p h74
- l. ..'.'i.,' . , hN. ** * = . '
'f... ,'.
i , i i . .... h- ~ i ,' ,
. .. d, -
. . , . _ . .. ~_.
.-_. ..,. . . ...... . p -........- .-. - -
.r
. ... _- r-..--. .._._.....c__.._..__.....
. _ - . .. ~ . . - +--.m - . - - . . .. . .. .-_
&... -. _ ,.. +-.-.- .-r-*.- w --~~--.~.-
+v. ~..~.. --.
.. F. . - - .... H- -+-. . _ b. . '*. - - . . _ . _ . . . .. , . . . _ . _ . .. . , , . .
. . . . . ...6.... .......L_.,...... . . . . . .
p -. e c -.e * . .E e ^ t-o. ! . -
. r -; ,_
-...,............97 L ,.1.-, -
l r!, -
,p -
. . m. .. q d.e,.A .g
. .6 .p
- 4. .
--g...e- - - - - - . -
; _._ . . _ .. . . o
_ - . .. . _... _- .__ _.t.. ... . . . . ..,.t............3.... e.-~-
... w --e.-= .-m m._
.-e._..
.i.,.........,..... . . . . . . .. _ . .-, .- ..... ,$... .....
.........-...m,....ep-.l.*=**b***-. w.,,.,
-- * . . . ~ .e
. . >* =F-4--+=== ._ ,,
,4 r 4 .- ,. f .- = , y * . *-4
. - . - . ,.m .-
g7g . ,.e .. ...
,' . . f --] ^ , ,,a.
,g
.. -t ;
1, 1
= ,
, - , - . = - , ..- , . .
r=
..~p.-,-6.6..o.r.-.
9.........-+-6..
* - t...f-..F hfkf
..w..r=-- -r
..i,'.
L,1' Q w. . . a '\.i
..iy g*. d. r.-t*-
- . h P
,,,,,. . s rm . n. ,
' -- L- --- v e--- P- ,< .
n
.n .
..y.si.
s u n w. s u .i n e n,i,.. i, .on. ... . . .. ..ii. , , . i i . . . .r. ..
-- - . --- -- 1 ! Mi
~
+ _g yti.s .um m eer.nl s
ssi.#,.i.e. 7... ... ....,,i s , i . , , . i . i , , i . r , , , ,i . r.. . . , . . . . . . . , . . . . , . . i . a. !t"- re - - , .
, r.y . :-
+ '
-p.-.,...,._.....+.....sr..,.,.
-/ -, ! ; i; =h.
)
s
<yi
.:! 4 /. , - b--r-H-F-t-- r;
--- + '---+ t H - F-- F---+
t.! , i.1- is.ri i , i i ,,p
. ,m.
Q g, p,3 s.,,e,,
.g.,
,; g g . . _ g,,,.gy .
g , 3.~.g. y s g,t-,,;, .i e r _.I,,,,,,
, r"
_ _ _ __ e .g. ._;., , . _ _, ,_ _ c_ _.
. _-m . . .,
4 s.
., ___. f
- 9
. . %. _ .. ,,,r .,e_ a.,.g.
n . ,
- .. . . .-w
_-r...-.*...---'--*...-,;..;
- i. .
A. m .
,; n ,ce~
_._.-..._.-.r-..~--r.,_
. ., ~.--.....~_H, .
. .- . - ~.
7 . - y-- w: _,___
.' '- s _- _,.__ r _.
.r.s. . . . . ,. ... . -- ._ , _.m
_a
- -.-( .
n =v-m.-_:_ m' .- .--_,s-"-----
---+-
r-p . g;, m-e
. .,.. p ; ; g i_.e.
m= = . - - _ . n
~ . . .
,u . :
, : ,m > re .
- r-----,. -
,,1 ,
- ~. ~ -- -- -g
+ .
- 7. . ..4-
. .,, . ..i._,
i...._... g ii. i , ,,,,..
, , .i. .,
.r
...i s.
,, . t.w,
/ i. .,,, .
,ie,i.
. , , , , , o.... i,..i;,,i
. rW. . . i .
,i,
, , i i i ,,,ii,,...,
, i,,.........
.,m
,i- , ..i.
,o i..., o.
..ii,
. . .. .. a. _ . .;__ . . .i: ,. ..,i..: ._. .. L. ,2 .I=,I.a, .
a ....-,~. !i i. i ._ f : ..__. _ _ _ _ . . . . . . x ' __ .. - : s -._. .
. . .. q . . r_. %
/ , '~, ;
;; H -r-- r-- t --. t- ' -+-k -
r y /, . ! .fT _-.- VJ . '._ - -:._a. . ; =..__.: n , i N ',.i .::: " . + b- i + i-++
~
%w -.
...__. m -
=== =--_ __ ..
g, S g. =. ==
. . == - a= m : = .___ x = u w..,
R. -
- : ~_ .--. .=_.w .=- .
_._..-,....L.._..,,.,
. . . p. _.... . . . . . . _ .
_ 1.m _._,.
. . ..__.,,,.p..g 6
,c , p . -,-.- -
-.-r' .__-_ _p. .. _..__. _....-r"_
. , i, , e ,r--t r--
i
. . - - =
._._,__a--.._..._,
f _o
- - - - . _._-g _ , _ ...
.~-. .._..m...
-...gtg
%z s.
-.r-- __
-_ _.__1, , _
.~ __. __-. . - . . ___
,. -......__~..
m...._ ..
' .. . _ ..-a_.__. ._
(s-,
, - - .~.- m --- _ rt .F u=, ,
~--s---m .-
- H.-+-'-*-; . . _ _ _ . . . . . _ . . - - . .. .
-6 ...... .-. -
..---,.i.
._+ _,-
.p
; #, ,So 47- H' 7
-- y -
i!
, ,..i...m.....
. M-+r@.--h- -}%'r-r-
,,,,...r...=,....i..,,r-.,---~
.,....n
.^
.. - i;i.i i i
, i,,,i ,, i,...i,--.a .. .-+- r-. .. M n',,
- i. .!--.
W-SM,,-.F --- , .. m..,..l~-l
;;i
, , , .,.,.-p,i.me n... .,=. + .n 3i,i,,,
, ,., , , . r. . .
..i i.
,,Lp .. .
, , i , , , . i . -'. , , - r- . 9-. - ' .' ~ ~. i , _ . i . i_
$g
. 17
SH l 125 BOP-14 ITEMI1) O SHOREHAM NUCLEAR POWER STATION UNIT 1 EQUIPMENT DYNAMIC QU AllFICATION COMPONENT NAME: twic unit MARK NUMBERS: LT w u u-n59 O PREPARED BYs ""
- C4 6dW'i D AT E 1/27/El ORG A NIZ ATION Bailey Controls THE QUALIFICATION DOCUMENTS IDENTIFIED HEREIN HAVE BEEN REVIEWED AND EVALUATED, AND HAVE BEEN DETERMINED TO DEMONSTR ATE ADEOUACY OF THESE CDMPONENTS TO MEET SEISMIC AND HYDRODYN AMIC LO ADS ACCORDING TO THE NUCLEAR REGUL ATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SQRT) REQUIREMENTS REVIEWED BYi DATE '
/
E/ RESPONSIBLE ENGINEER l g %t y 3 tygg Alo' ! APPROVED DY, _ DATE Y//J [61 [ PROJECT ENGINEER
.O A stost a wtasica
QUALIFICATION
SUMMARY
AND EVALUATION
- 1. Component Name Logic Uric
- 2. Mark Numbers 1T46*L/U-039
- 3. Qualification Documentation
- 4. Qualification Summary of Equipment (SQRT form), including required response spectra if applicable.
Enclosed B. Reference Documents in the Central File Package Reference Document Revision N_ umber Identification or Date Organization / Title / Subject 1 QR-3201 ~9 2-7 24 R"Va Qualification Test Report 724 Logic 6/30/70 Unit 2 99AX400679 10/4/77 Reliarce Seisaic f.nalysis of the IH21-I'NL-60 Ccbinct 3 11000. 0 2- 13 2 140F. 7/ 2 t / 77 SM.' Dwg s . (1H21-PNL.601 Cchinet 461F 7/21/77
#25/
C. AdditionalSupporting3dumentsnotyntheCentralFilePackage Document Revision ID No. or Date Organization / Title / Subject O SNRC-535 March 5, 1981 LILCO Seismic Qualification Review - response to Request for Additictral Information, Response 271.4 SH1- 125 (Rev. I 11/30/7c) Spccifier,cion for Control a,C Reicy Rooms
- 4. Shoreham Requirements (dynamic loads, functional requirements)
The logic unit perf orms emteci and instrumentation furetioa s for variaus ventitution systems during the hot standby and cold shutdov co-ditions. The logic un it must perform it s fu-ction ' o efore, and af ter the follvwing seismic en vi ronmar t. : En 12 Hz (side to side) Fron t- to-B ck Vertical Upset Condition .5g .5g .2g Fculted Condition .;g 9g 46g
- 5. Demonstrated Capability (from qualification report)
Th e qualification test report (Ref. 3.B.1) shows that the logic unit runction s as so sified oefore and after exposure to the f ollowing seisn.ic loads: EEA f ulted side to side 3.!g fro"t to oock 3.!g - vertical 0.5g
- 6. Rttionale for Qualification SH1-125
- c. Approach (analysis, test, both)
'The logic unit was qualified by rardom multi-frequency biaxial tests to the TRS acceleratfor j>- levels which envelamul the horizontal -J vertical RRS over the f requency range 1 to 50 Hz, t '
- b. Response to Loads (including high-frequency considerations)
The logie urit was operated before and after the (TRS) multi-freauency tests with no - degradation of performance with no contact chatter observed during tests. For (fragility) ZPA horizontal was (7.0g) versus reauired .( .9g) and ZPA vertical was (7.0g) versus recuired (.46g)
\- c. Operability The logic unit contacts and voltage outputs were monitored during the tests nnd net the spccitier. tion raquirecents, which are contact enatter icss than i 2VDC for 10 MSEC, manual output voltage greater ther 10V auto output voltage less than 3V and the relay contacta remain oper. Operability during and af ter seismic testing was we11'within required values and contacts rcmained open.
s
- d. Field vs Qualification Mounting .
The logic unit card is service mounted by plugging it into a card rock and lat<hing it in place. The card rack is bolted in the cabinet, whis n is bolted to the flood. The nualificatior logic unit was the same as in-scrvict move. ting except tne card rack was bolted to a rigid test fixture. Reviewer's Conclusions Ecsed on the vencior's qualificatien report (Ref 3.B.1), this reviewer cercludes that the logic unit can perform its required functions in tha ,resence
> of the seismic locds imposed by service in' the Shoreham Nuclear Fower Station, UniL 1.
BOP-14 SH1-125 Item (1) QUALIFICATION
SUMMARY
OF EQUIPMENT I. Plant Name: SHOREHAM Type:
- 1. Utility: LILCO PWR
- 2. NSSS: GE 3. A/E: Stone & Webster BWR 4 MKII II. Component Name Elec. Anal. Instrumentation Cabinet
- 1. Scope: [ ] NSSS [Xj BOP
- 2. Vendor and Model Number: Reliance Quantity: 1
- 3. S/W Mark Nos: 1H21*PNL-060
- 4. If the component is a cabinet or panel, name and model No. of the devices included: Logic unit IT46*L/U-059; Bailey 724010AAAN1 p See attached list for other devices.
- 5. Physical Description a. Appearance Cabinet (floor mounted)
- b. Dimensions 36"Dx60"Lgx90"H c. Weight 2394 lbs. (one of three sections)
- 6. Location: Building CB Elevation 44 ft.
- 7. Field Mounting Conditions [X] Bolt (No. 8 , Size 1/ 2")
[ ] Weld (Length ) []
- 8. a. System in which located: H21 - Local Panels and racks, controls and .
instrumentation for various v'ent111ation
- b. Functional
Description:
systems
- c. Is the equipment required for [] Hot Standby [ ] Cold Shutdown
[X] Both [ ] Neither i
- 9. Pertinent Reference Design Specifications: SEl-125 O
V l
- . - - _. _. . . -~ . . . _ . . . _ . _ _ . . _
SH1-125 Item ( 1) III. Is Equipment Available for Inspection in the plant: [X] Yes [ ] No IV. Equipment Qualification Method: [ ] Test [ ] Analysis [X] Combination of Test i and Analysis Qualification Report *: Seismic analysis of the 1H21-PNL-60 l (No. Title and Date) 99AX400679, October 4, 1977 (Report, Tab 16) Company that Prepared Report: Reliance Co. Company that Reviewed Report: Reliance Co. V. Vibration Input:
- 1. Loads considered: a. [X] Seismic only
- b. [ ] Hydrodynamic only
- c. [] Combination of (a) and (b)
- 2. Method of Combining RRS: [] Absolute Sum [ ] SRSS [xl N/A (other, specify)
(O
'V
- 3. Required Response Spectra (attach the graphs): Attached (CB44)
- 4. Damping Corresponding to RRS: Upset 1/2% Faulted 1%
- 5. Required Acceleration in Each Direction:[ ]ZPA [X] Other FN) 12 11z (specify)
Upset S/S = .5 g F/B = .5 g V= .2 g Faulted S/S = .9 g F/B = .9g V= .46g
- 6. Were fatigue effects or other vibration loads considered?
[X] Yes []No If yes, describe loads considered and how they were treated in overall qualification program: Not required by IEEE-344-1975
- NOTE: If more than one report, complete Items IV through VII for each report.
l D INSTRUMENTS ONLY SH1- 125 1 Item (1 ) ' VI. If Qualification by Test, then Complete *:
- 1. []SingleFrequency h] Multi-Frequency [ ] random
[ ] sine beat
- 2. []SingleAxis h] Multi-Axis
- 3. No. of Qualification Tests: Upset Faulted Other (specify)
- 4. Frequency Range: 1 - 50 Hz
- 5. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = > 33 Hz F/B = >33 Hz V= >33 Hz
- 6. Method of Determining Natural Frequencies
[XX]LabTest [ ] In-Situ Test [ ] Analysis
- 7. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS and RRS graphs)
,l
[X] No Not required
- 8. Input g-level. Test: Upset S/S = F/B = V=
.Gp/
Faulted S/S = 7 F/B = 7 V= 7
- 9. Laboratory Mounting:
[X.] Bolt (No. , Size ) [ ] Weld (Length )[X]Serviceascloseas Possible
- 10. Functional operability verified: [X ] Yes [ ] No [ ] Not Applicable
- 11. Test Results including modifications made: Meets the spec requirements without modification. 1
- 12. Other test performed (such as aging or fragility test, including results):
None
- NOTE: If qualification by a combination of test and analysis, also complete Item VII.
O 4 a
CABINET WITH DUMMY MASSES FOR INST. SH1-125 Item (1 ) VII. If Qualification by Analysis, then complete
%/
- 1. Method of Analysis:
[ X] Static Analysis [ -] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History [ ] Response Spectrum
- 2. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S = 23 Hz F/B = 23 Hz ,_ V= 23 Hz [ ]lD
- 3. Model Type: (XX]3D [ ]2D
[ ] Finite Element [XX] Beam [ ] Closed Form Solution
- 4. [X] Computer Codes: Stardyne Frequency Range and No. of modes considered: Unknown
[XX]HandCalculations (Anchorage)
- 5. Method of Combining Dynamic Responses: [X ] Absolute Sum ()SRSS
{]Other: (specify) Sa. Input g-level: Upset H .55 V .30 Faulted H .9 V .5
- 6. Damping: Upset 1/2% Faulted 1% Basis for the damping used: FSAR
- 7. Support Considerations in the model: Same as service
- 8. Critical Structural Elements:
A. Governing Load Service Total Stress Identification Location or Response Level Stress Allow Page 26, 27 Seismic Upset 3080 psi 27,000 psi of attached list Page 26, 27 Seismic Faulted 4900 26,.000 osi of attacheri list B. Maximum Allowable Deflection Maximum Critical to Assure Functional Deflection Location Operability N/A s
.a I n
4 n%d O t l t I ! I' !. . . I 1
, l I : }
I t . I ,
! { l i l '
i l , i
! i i : l ,
- _ .. uwt kEsr sPECT Litto iuhialWE/
. I COMTEDLN0DuBLpC R00f.0FFICE BLDC.E L . _.55_5 ._.
l - - _ __ _ _ _ . _
--._.v.__
HdH HOWI AL DBE *M- $' EXCl 13 KS.I JAN. 2% 1973 . _ _F_ - sol {C- ; t < I. PERCi MI S: AUCI' DAMP AND]5PEI CEWT EQUlf CAU$ . t t
- 7. PEACl.NT 51 AUCT'DADP AND {.0 Pi ACERI,EQU(PDal4P i
1 I l e NOT ?. : FhR E0u tl4 EWT W I Tit: NAT JRAL' PERI OD y1Tillf4 +25 Ok -20i 0F 1 o HE:;0 HANCE FERICU, USE F EAK 'fALUf. ' , o l
- e. i .
.. p -- _ _. . .
. IL . . - . . .; ._ _ _ . - -~ .. _ ._. . __ -_ - - ~ _ .
5 I 3 w . -- u 1 c, .
. / -
e s
, . _ , , - = , . . . . . . = + _ - o..=. . . _ _
o _..s.. . . . . _ _ ' M_ _ _ _ , ,-. i (, ~ . _ _ .. _ - . d'd _ . bl - . i j .i
;- g r g i - '- - - - --*- -- - - - -
O o g l g o *
,* {
!_ _. ?- * . f.] {
- l4 i ..-__ .__ __ . _. . . . _ _ . . .. .
m ' i 143 y j
; l l :
i tsJ l .' I g 08 f ' i - t I .' O _ ; - i i ; j ,l
. . . I i fi 4
I. ! i l t h'.~
- d 1 ; . 1 i l i'
l f
; 1
.I *-
- r. . .
I ! ' ' ' ' o o .-
/ i ! !
, : 1 4
! l .
i ; l t
-j . . _ _ _ _ - _ _ . . . . _ . _
gil- ==
#%===d=====.......= N l i t
= , ,
- i i : s
! ~$ .oo 1- .o'. i o o'. z o ! o'. s o o'. 4 o o'. s o f o.so of.ro o.ao o.so : i . co' ~! " 1 ' l, l PERIQD IN SECS ! l i 1 . i ,. I l
~
7 l , l i 1 I - i - i I i ! I t 5
V'
* ' f !
l ! ' i i 1 l i . I. l 1
,. i i -
I ' 1 a i l. i i - l i start itE5r frECTl L1LCL1 YbhptWE/CoilTubL RELM BLDE-. _ 500f.0Ff lCE elDG E L .J15'.3 1_. _ _q . . . _ _ , _ . - - 410A17dul AL 08E *E-W* EEcl 5d8 L C- 13 ESI! JaH. 3D,197 s ' l !
- I 1 i ;
7 PEncini 51 suci DAW AND , 5 PEI CEMT.EQuil 0124 . t . F. FENCI NT $1 RUCI DAW AND 1 . PEI;CE Wi iEQU l f ' I l' ,
- DAW ( ! f
__ j . _ .. . . . i
._7.__. . . _
.....q__ ..
; l .
tidi Ez FI)R EOUIPL ENT W1THg NAT JRAL PER I OD t i Till N
- 2'5 OR -20k 0F _ _
o Hf3ONANCE P EkiCD, USE P EAX VAlljl Q
. ~ . . . _ _ _ - - . .. ._ _ . . _ . . . ,,_. _ -- L. .__ . . . - . .. . . . . . .. .. . _ _ . . .. ._~ --- -- ---- _- - - - -
f
} .. - . . , . . .
n M _A.
.._.,. 4._*?c fn
. . . . 2 . hdM *#
3 '
.i _ ' _ _ . , !!. . ' . . p . _g _ . _ . _ _ _ . _ . _ _ .
- l[ ;t;
__q. ._ _ ___ _.._ _ _ _ . _ _ _ . _ _ _ . . _ . _ _ _ e j . 1
. , . . t
- g. . c. .
_g
.g . _ . _ _ . ._._.
____ _ _ _ _ _ . ._ 2. .
.-__..y..___ _ _ _ _ _ _ _
e : as . _, j: / s I V. :p un . . un '
._ 09_
4
- f. ,*::{: _S _, :
l ' l s l ___i ti f 1
.1 _ _
I Il I I i !i t l .
! . . i i o 1 i ,
o a ; : 1 , f* i
' i
.t _- = . .
t
.}... j
~ . ._
g .. g . .g. I ** , i
,, t l , l
.g -..... - j i
.n.-=/..--tC&- -h 7-:-
.a. - . .- g. . . m.s...,
i
%x i o * -
l ; , 4 I I l l i
, , I i.
o'.zo , N u.oo ' g
) d**!
c'.so .' o'. 4 0 l o'. s o oI.so j o.ro j o.ao c'.so ' .00 l ! N
! i i I f*E R I OD I N SECS ! '
I
; j
+
I i i .
, i, l !
s e o'
. . t__;--
I 8 ' l i j i
! , ?
- i i i :
1 - _ _ _ _ = _ - _ -- . _. .____ _ _ _ _ _ _ . . - . - = _ - _ - - - _ - ._ _ _ . _
i /',,T v V("%
' 1 .i .
j ! i
. l 1 t g - ,
s
-- -_. __ _ __ kMPI- KEst i.PEC1 LALL$ TUS iNE/ coetikDL hew StD S -_ . 1 DBE VE titCAL EXCITATibH
_Addf.0Fr ACE 8LDG_EL. _ 51. 3__ _ __ ___ -
$41L G-13 KSt WAftCH 22;,19T3 i
l T. PERCd NT $l RUCT SA488 l N4 AUD .5 PEAC(El E00lPutIII DJmFINC .
- -. - J '..a PERCCNT 51 RUCT DAhfl NG A00 I. PERCINT EOUIPUCNT DLWPINO l .T.... , _ . _ _ . _ _ . . _ _ ..__ _ _ _ _ _ _ _ . . . _ _ _ . . . _ . ____ __.__ __. _ _ _ .. _ _ - _! _ _ . _ _ _ _ _ _
HOT E: FilR EtlUlfb ENT WITH NAI JNAL PERI OD t lTHi ll 42 5 OR -20:t of - 5 uu
, RE'5MANC E Ptd100 . US E PEAK VauE. i 3 . , i i -
. 4 ,
1 . _ . . . ._ l 3 O ' i ' ' l t _ . _ . _ _ _ _._ _4_'_. - 22 12A 2 d *='4- _. ((7
}.}}