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l ATTACHMENT B to 3F1297-24 l | |||
l FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 CALCU.LATION S97-0316, REV. 0 "Scismic Evaluation of Emergency Feedwater Tank, EFT-2" E$A**%85!! MASAsoa P PDR | |||
w l O l / INTEROFFICE CORRESPONDENCE I | |||
( actuv6 e.iu I | |||
\ Nuclear Engineering NTGD 1503 | |||
: s. , 0"'c' MAC Telephone suaJECT: Crystal River Unit 3 Quality Records Transmittal . Analysis / Calculation TO: Records Management NR2A The following analysia/ calculation package is submitted as the QA Record copy: | |||
DOCNQ (FPC *CCUMfMT IDENTIPCAfl0N Huurtes htv. sysitwa totAt Pacts TAANsufftD | |||
$97 0316 0 EF fg errt! | |||
Seismic Evaluation of Emergency Feedwater Tank, EFT 2 R WD1 (IDENTIPy atywon05 Poe LAttA mttartVAu Seismic, SOUG, A46, Tank OkmtP intFER4NCtl oM FILis ust PoweAARY Pitt PIRsT) | |||
MAR 97 08 08 01 (canceled) | |||
VENO (VENDOR Naut) VtNDOR DOCUMENT NUMetR 40KMtF) sVPERSEDED 00CUWENT1(DEMEF) | |||
Sargent & Lundy SL 9929 N OO47 n/a l EFT 2 l l l l l l l l 4 ~ | |||
couueNrs tusAct afstmecnows. enoPaittAar. Etca This calculation is to provide the seismic qualification of the tank to address Unreceived Safety 1: sue (USI) A46. | |||
NOTE: | |||
Use Tag number only for valid tag numbers (i.e., RCV-8, SWV 34, DCH 99), otherwise: use Part number field (i.e., CSC14599, AC1459). If more space is required, write *See Attachment" and list on separate sheet. | |||
"FOR RECORDS MANAGEMENT USE ONLY ** | |||
Quality Record Transmittal received and informs.tlon entered into SEEK, Entered by: Date (Retum copy of Quality Docment Transmittal to NOE Support Specialist.) | |||
m /1 . | |||
Ot:6Q INGee t ' | |||
AT VEMiFICATION ENopettm Daft AGFtA R. | |||
NQ. | |||
h h2 ATE | |||
, h Ali g*.g g454v- gjf 1 /2ll/t/ | |||
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' ~ | |||
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;I cc: Nucker Prosects (if MAR /CGWR/PEERE Calculation Revow form Part til act6ons required Yes @No Return to Service Related) Yes @ No (if Yes, send copy of the form to Nuclear Regulatory saurence and a Supennsor, Config. Mgt. Info, copy of the Calculation to ttw Responnitne Organitetents) identified in Mgr., Noct. Operations Eng. (Onginal) w/ attach Port til on the Calculation Review form.) | |||
M $ k/IY | |||
m 1 | |||
bN L '' | |||
CALCULATION REVIEW cut.mm Page 1 of 2 l | |||
1 j | |||
cucuumow e.o.mtv. | |||
, 897 0316, Rwielon 0 ' | |||
PART1 DESIGN ASSUMPTION / INPUT REVIEW: APPUCA8LE ] Yes y No The (cJlowing organizations have reviewed and concur with the design assumptions and inputs identified for this calculation: | |||
Nuclear Plant Technical Support ^ | |||
System Engr = * " | |||
Nuclear Plant Operations omme k"*'*" | |||
n,a.wwo.. | |||
Syn.wac.m PART 11 - RESULTS REVIEW: APPUCABLE Yee @ No The following organizations have reviewed and concur with the results of this calculation and understand the actions which the organizations must take to implement the results. | |||
Nuclear Plant Technical Support System | |||
. Engr *'"*"'**" | |||
Nuclear Plant Operations w o.= | |||
Nuclear Plant Maintenance Yes N/A Nuclear Ucensed Operator Training Yes N/A Manager, Site Nuclear Services | |||
~ ~ | |||
Yes N/A Sr. Radiation Protection Engineer _ _ _ | |||
~~ " | |||
Yes | |||
] N/A OTHERS: | |||
w o.. | |||
9er s' | |||
M | |||
* h | |||
~ -J | |||
{,m'\ | |||
( CALCULATION REVIEW s' ') . . ~. . .- Page 2 of 2 | |||
[%l cucuumm ee m 897 0316, Revlolon 0 No PART let . CONFIGURATION CONTROL: APPUCABLE Q Yes . | |||
The following is a list of Plant procedures / lesson plans /other documents and Nuclear Engineering calculations which require updating based on calculation results review: | |||
Document Date Reauired Ramoonsible Oraanizatton Upon complet;on, forward a copy to the Manager, Nuclear Regulatory Assurance Group for tracking of actions if any items are identified in Port lit. If calculations are listed, a copy shall be sent to the original file and the calculation log updated to reflect this impact. | |||
PARTIV . NUCLEAR ENGINEERING DOCUMENTATION REVIEW The responsible Design Engineer must thoroughly review the below listed documents to ansess if the calculatioa requires revision to these documents, if 'Yes," the change authorizations must be listed below and issued concurrently with the calculation. | |||
Erhenced Deeegn Bene Document ]Yes@No"* Vendor Qualifcetion Package ] Yes g No , , , | |||
FSAR Topscal Desson Base Doc. "* | |||
Q Y. ) @ No "*""* No Yes @ | |||
improved Tech. Specifmetion "C" Yes @ No "*""* E/SOPM Q Yes g No improved Tech. Spec. Bones Other Documente revowed: | |||
Yes@No**""" | |||
Conhg. Mgmt. Info. System Q Yn @ No" Yu O o w = m w wence Analyses 8mes Document M Yes g No Yes ] | |||
Desen Bows Document Yes QYes@No"C" Appendia R Fire Study | |||
[Yes@No"* Yes] | |||
Fire Hotordous Analysis Yes No "* Yes O o-u m wwe== | |||
Yes NFPA Code C.A...ew Document ] Yes @ No ** | |||
PART V PLANT REVIEWS / APPROVALS FOR INSTRUMENT SETP0lNT CHANGE PRC/ONPO approval is required if a setpoint is to be physically changed in the plant through the NEP 213 process. | |||
PRC Review Required Yes 521 No - | |||
M PRC Chairmen /Date DNPO Review Required Yes | |||
@ No DNPO /Dete 06 w eeNurden w i ossoon eNuneeen . meeito e.4em | |||
. dJ6 '// n/7/n c. s< r~ nd n ,ast. | |||
[y~. )N N / **"*""** | |||
DESIGN ANALYSIS / CALCULATION ! | |||
Crystal River Unit 3 - | |||
,.., oct,4m , | |||
Page i of i meuwe mmecAvo= *eo arvsos | |||
$97 0542 0 SECTION v PURPOSE; The purpose of this calculation is to provide seismic qualification of the Emergency Feedwater tank 2 (EFT-2). The qualification of the tank is to address Unresolved Se'ety issue (USI) A46. The original qualification of the this tank, per the SQUG methodology, ,,as done in calculation S94-0011. This calculation showed the tank to fail the SQUG screening criteria. This made the tank an cutlier as defined by the Florida Power Plant Specific Procedure to address USl A46. | |||
Sargent & Lundy was then tasked with the analysis of the tank to resolve the outlier. This has been done and is attached as a vendor calculation SECTION l! RESULTS/ CONCLUSIONS: | |||
See pages 126 and 127 of the attached calculation. | |||
SECTION lil DESIGN INPUTS: | |||
See page 15 of attached calculation. | |||
SECTION IV _ _ _ . | |||
ASSUMPTIONS: | |||
There are no e ssumptions that require confirmation. | |||
SECIlQtLV . , | |||
==REFERENCES:== | |||
See page 16 of attached calculation. | |||
31GIlON VI DETAILED CALCULATIONS: | |||
See attached. | |||
'SECTION Vil ATTACl!MENTS: | |||
Sargent & Lundy calculation number SL 9929-N-0047, a an =riu. % w e - % | |||
""'*" Design Inform:ti;n 'iransmittal | |||
@ SAFEW.RELATED D NON-SAFET%RELATED DIT No. DIT CM.0064 Client: Florida Power Corroration Page f of f Station: Crystal River Unit (s) 3 To: Dan Jopling . FPC Project No(s).: 09929-056 Butgeet:: Selsmic Evaluation of Emergency Feedwater Tank EFT 2 MODIFICATION OR DESIGN CHANGE NUMBER ('i): N/A Chris Sward NPD _,,,, | |||
IM 11/29/97 Propww e em s.=i DMem Properor'r 3gnature Oste 8TATUS OF INFORMATION: m . -= o - win . ..-, e i4n Approved For Use . | |||
IDENTIFICAT1dN OF THE SPECIFIC DEslGN INFORMATION TRANSMITTED AND PURPOSE OF ISSUE ame., | |||
, ww = ort er = = em( ve n. e This DIT transmits Sargent & Lundy Calculation SL 9929-N-0047, Revision 0. This calculation provides the seismic. | |||
evaluation for Emergency Feedwater Tank EFT 2 to address the issues that made it a SQUG outlier in the previous GIP assessment per FPC Calculation No. S-94-0011. This calculation demonstrates the adequacy of EFT 2 through refined computation of the seismic capacity and seismic demand of the tank. The calculation includes a summary from Dr. R. P. Kennedy indicating his concurTence with the calculation and its conclusion. | |||
These documents are for FPC's use, for incorporation into FPC design basis as appropriate, and for QA records retention. | |||
SOURCE OF INFORMATION: | |||
Roport No. | |||
Calc. no. SL.9929.N.0047 0 | |||
* * * " * | |||
* r Other Distribution: S. M. Malak -(1/0) | |||
R. P. Kennedy -(1/1) | |||
FMe No.: g2, Bo. esse O f.o. 04&17.18b.v. 2 | |||
i Luncey a ENGINEERINGCALCULATION ISSUE | |||
==SUMMARY== | |||
(FORM GES.320.10.4) PAGE .[ | |||
DESIGN CONTROL | |||
==SUMMARY== | |||
DESIGN VERIFIC ATION IctiEur. Florida Power Corporation PROJECT NAME: Crystal River UNIT NO.: 3 PROJECT NO.: 09929 4 56 CALC.NO.: SL.9929-N 0047 g SAFETY.RELATED TITLE: Seismic Evaluation cf Emergency Feedwater Tank EFT *2 QA l STATUS Approved COMMENT SERIAL l EQUIPMENT.*C : EFT 2 O NON-SAFETY-RELATED NO. NO. | |||
IDENTWICATION OF PAGES ADOED/REVIS5D/ SUPERSEDED / VOIDED & REVIEW METHOD NOTE: PRINT AND SIGN IN THE SIGNATURE AP.EAS BELOW AFFECTED PAGES: f | |||
/b-ZO 2(a-3 BjS0-62j GF-7@i(4-(LOj C/-Ch CJ 7-d$7, l REVIEW METHOD: f)hg/fd hNE FOR REV-l PREPARER &/NG$/ / (tk; hut'w' $W DATE M*2V~Tl RCVIEWER (k,Arnth (M. W ' V DATE Il''I. R ~Cf'~l !$ | |||
The romener's sqnature w@catds comphance wsWGES 320.10 and the venicate of the tolkwmg manmum items: conectness of math M hand prepared calculatms. appropneteness of wrovt data, appropnateness of assumotas. and appropnateness of the catulatm method l APPROVER rb/)10 i ' DATE: I$' | |||
IDEN rlFICATION OF 1/ AGES ADDED/REVISEDISUPERSEDEDNOIDED & REVIEW METHOD AFFECTED PAGES: f*/'[y/0l C4-C.%. | |||
l REVIEW METHOD: ghjh FOR REV: | |||
l PREPARER 5 . Gt HG H /)d -l -!Is DATE II'29* 17 REVIEWER MI.4tWIA /M M' DATE II-79-T"7 The renewers s9 nature wncates comphance%tn GES 320 to and the ventcatoon of the Ibnowana mornmum stems: correctness of math for hand prepared caMulations, eparopnateness of snput data, appropnateness of assumptus, and appropnate ss of the calculata enethod. | |||
l APPROVER | |||
* W _ | |||
DATE Y~ | |||
IDENTIFICATION OF PAGES ADDED/ REVISED / SUPERSEDED / VOIDED & REVIEW METHOD , | |||
AFFECTED PAGES: / I-lF 7J-2j 5' 37-@fG P-6 7j 77-7Wp to 2, ll3j l2.)- 12 j7 ff,g/, | |||
l REVIEW METHOO: ((4)[d [7g pop pgy, gg l PREPARER M. A/1)/h /N Ad' DAre II 'tRR3 REVIEWER M d'A/d M/ ' Mud 67d DATE: // 9 *7 The rewowers s9 nature mdcales comphance wrth GESU20 to and the ventwata of the blowrng muumum etems' cc#rectness of math Ibrhand prepared calculates, appropnateness ofitput data, appropnateness of assumptrons, and approonatenes of the calculata mettt4 l APPROVER f | |||
* Oil | |||
* DATE: Il ~'2. W ~ $ ] | |||
/ | |||
, This document contains information which is confidential and proprietary to Sargent & Lundy (S&L). It shall not be reproduced in | |||
, whole or in part or released to any third party without the prior written consent of S&L Copyright Sargent & Lundy 1992 all rights reserved. | |||
Standarde located in the Sargent & Lundy " Standards.Poincies & Procedurnd' ! con are to be considered as the official version of the Standerd. | |||
OES320tS. DOC | |||
s coor Luncsym f.. | |||
ENGINEERINGCALCULATION ISSUE | |||
==SUMMARY== | |||
(FORM GES-320.10.4) PAGE DESIGN CONTROL | |||
==SUMMARY== | |||
DESIGN VERIFICATION lCuEur. Florida Power Corporation PROJECT NAME: Crystal River UNIT NO.: 3 PROJECT NO : 09929-056 CALC,NO.: St.-9929 N 0047 E SAFETY-RELATED , | |||
TITLE: Seismic Evaluation of Emergency Feedwater Tank EFT-2 QA l status- ApprDved COMMENT SERIAL l EOutPMENT NO. EFT-2 O NON-SAFETY RELATED NO. NO. | |||
IDENTlHCATION OF PAGES ADDED/ REVISED / SUPERSEDED / VOIDED & REVIEW METHOD NOTE: PRINT AND SIGN IN THE SIGNATURE AREAS BELOW AFFECTED PAGES: 4ld3e REVIEW METHOD: k TJt O TE FOR REV-l PREPARER $ , ;'1*. CHHAEKA (YW1*All4AAyr1pL.DATE- ll - 2 % 'l REVIEWER N dMi64[N MM DATE- U-2 9 --T'"I The revoeds smneturiondcarbs c6mphance with GES 320 to and the venicaton of tne toltowrf mensanom hk stems: correctness of math Ibr handprepamd cakulatons, appropnateness ofinput data. appropnateness of assumptsons. ano appropnateness of the catulatnus method. | |||
l APPROVER e Mi DATE: NSY | |||
. IDENTIF6 CATION OF PAGES ADDED/ REVISED / SUPERSEDED / VOIDED & REVIEW METHOD AFFECTED PAGES: / ZM7((,82.4)46 4 K ZA/.C!tt14770*/ ! MT e REV. | |||
l REVIEW METHOD. DATE FOR REV - | |||
l PREPARER DA TE' REVIEWER DA TE The revnener's smnature arKtcates comphance wrth GES 320.10 and the venicatron of the toteomrm muumum etems: correctness of math Ibr hand prepamd catulatons. appropnateness ofinput data, app 4matoness of assumptens, and appropneteness of the caJculatoon method. | |||
I AP, rover K/mA/N47A' 04TE: ti/7A / 9-) | |||
IDENTIFICATION OF PAGnS ADDEDiMEVISEDISUPERSEDED/ VOIDED & REVIEW METHOD AFFECTED PAGES; I REV l REVIEW METHOD: o47gpoppgy. | |||
l PREPARER DATE REVIEWER DATE-The revrewer's smnature andcates comphance utn GES 320 to and the vermcanon of the totoowsng mutumum utems correctness of matte Ibr hand propand catulatons, appropnateness of:tnit data, apprornateness of assumptons, and apptupnateness of the Catulabon method l APPROVER DATE: | |||
This document contains information wh6ch is confidentialand proprietary to Sargent & Lundy (S&L). It shall not be reproduced in whole or in part or ro6 eased to any third party without the prior written consent of S&L Copyright Sargent & Lundy 1992 ell rights romerved Standerde located in the Sargent & Lundy " Standards. Policies & Procedures" icon are to be considered as the official werelon of the Standard. | |||
GES320lS.00C | |||
Celes. For Calc.No.$h Sent gan c t.uncly ' * | |||
* Rev. O Done | |||
,, g Salety.Releted Non-Sa6ety.Related Page 3 of /g 7 Caetit Prepared by Date Project Reviewed by Date Prof. No. 0997.9*d5h Estulp. No. Approwd by Date | |||
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i ! i l l l-7 ' dT I i ! l 1 i ' | |||
I i, . | |||
i lI i - | |||
! l ! ! I i | |||
!! !! ! !i i ti i i | |||
! ! : ii - | |||
/ cuA A4,, i M mW.se_ s/E .D_e, , : d to | |||
' t i,! ! ! | |||
.~ | |||
i : : ; | |||
gI < -l - l _ !w 1 l t e | |||
' ! ,! l, | |||
! I -l ' I ! s t i 1 .l i l .1 1 } l I i I 5 Ih Vt2 % YQYh h 't~tU h k kp}h h Y h I i Li i l- iT ~i i 'i . | |||
i l l i i I L j i L I -i i l i7t/JcJ <Adm iG4 < 4 i.f k I M G l /. 6 I | |||
_.Tl'l' l | |||
IIillIii .I .I ' i I I' I I i 4 d, < &a (' A.e4 n J M A :. g T& /de i - r' 6 l h , ) | |||
I | |||
~ , .. ,. , - - | |||
: c. r., ca.m.E,%.p e - | |||
Seneg tic & Lurufy*** n,v, g pet. | |||
X * ' 'v-a*' ' -*** " ' 4o d /a7 ca.m pr p r.4 by o Prop. n wi d by om pret W. 9729-0S#'; EWP. W. Approv d by o.l. | |||
t 6 1 | |||
! C.X..S, ._-_ ._- | |||
- u Sfc)..._w ' e cs' | |||
.cd_ l' | |||
. , i i | |||
! E F .~_ T 8.. d i . _ , ._oR # ! | |||
, i . | |||
L _. 1. | |||
do_.. sir.gfcCfcc_s.get/At..;2_____.________....___ | |||
i . . | |||
1 s _-- | |||
' ._.: _ , .u - | |||
i._- a | |||
- 0 0 - - - . | |||
l -h* * | |||
#f-J' - - | |||
, l | |||
;I e i!I i i i i l.__ i i.i i ; i i | |||
j | |||
!_.'',/s @!&i | |||
! : i ! | |||
i t | |||
i i | |||
!i I i i | |||
i i ; | |||
I i | |||
l 1 i | |||
i! | |||
i l I i l | |||
l , | |||
! i ! i ! i i i l I t ; i i ! ; | |||
! i < I I ii: 1_ 1 i ! !l !i!! I i ; i t i i I ! l I; i !! !! l i | |||
; ' , i . i e . i i ' . 4 a | |||
. . , . . , : . . i , , i . | |||
i i i i l i! ! i i i i i l It i lii! i i iu i l i t ii . I ; } i l | |||
' i | |||
! ! I i t i l i i l l ; | |||
, 1 !iI . i i : i l I i ! i i i ! I Ij! ! i! I I i i , i ,i! ! i i { | |||
i ! Iiii . !: ! i | |||
!l i ' ' | |||
l l ; I , | |||
i i ; ' | |||
I i ! ! ; ! ii: ; i l ; i i ! !i: i i i i i i : . | |||
I ! i | |||
! ; ii I ii - | |||
t i j | |||
!>1 ; i : , i i . . i : t l , 1 | |||
: 1 | |||
- i !;; | |||
. i | |||
. > i t ! . | |||
.v. , | |||
i i | |||
8 | |||
. 4 . i ! ! ! ; ; . | |||
4 | |||
;ii | |||
.! ; : i T,. ; | |||
i + | |||
i ! , , ! . | |||
i : i ; i i i . : i i | |||
!'i;iiiiil | |||
: i I t i i i ! | |||
' : l i | |||
: i ! | |||
l i !: i ! i i i . I ! i Iil i i li i i 1 iiili i I i ! 1 ! II l l I I i ! i I I i i I l | |||
! l l l l 1 | |||
I | |||
,m... | |||
I II l l | |||
cmo p., Ces. No.fl*7tl9*N.004/ | |||
a Luncsv"* new. 3 one K aweey.nen wd - -.-- .e-mesmed rese <;t/ w /07 m __ | |||
onent prepared by D** | |||
pp neviewed by new Propes. 9929-056 Eede. No. Appre msby Dem ORIGINel Horizontal Spectra ( A/NC ) | |||
0 02 01 01 | |||
* 0! 01 | |||
* T'= 01lll 0 0303 01 01 ! 01 g5 a 0xl 01 @/hb fF 04 3 :e 0 496 0 195 g2 := 01s4 0 425 3= 7 0 227 g4 f,4o % @ ) | |||
tJ 313 0.272 4 ,0 0135, ,0 0575, [0 047 , ,0 043, T_lg =IRTl L.lg *IRil 3_lgaIRill 2 g5_lg afiRgij 3_lg=IRg7) 7 | |||
'-3 912 ' [~2.30M] '-2.3026' '-2 30M' '-2.3026' | |||
-3 4w :-230x i -2mm -2xa -2.30a T_lg - -21973 i g_lg = -0 7012 l g2_lg = -103ss: g5_lg = -1.34n g7_lg = -l as2s | |||
'O $1M 1 -0 s$$7 -l 1616 -9 302 | |||
-9 9163 l | |||
* 1.1863 j , 2 6101] ,-2 $6 , -3 0576, ,-3 1466, i 2 1. 39 | |||
: g. req ( t ) : e xp( linterp( T_lg , g_lg,( ln( t )))) | |||
g2. req (t) = exp(l)4^.erp(T_lg,g2.lg,(In(t)))) | |||
g5_ req (t) exp(linte p(T.,,!g,g5_lg,(in(t)))) | |||
g7,, req (t) z exp(linte p(T_lg.g7,,lg,(in(t)))) | |||
4 I ' | |||
t i . I i ,;l i j j j j l . | |||
1 l l j . | |||
t . l l l l | |||
- = ,,0,oo, . | |||
m, q,, Cels. No $l&2f* N*00d*7 Bast gen 8; E L4JewAV''' | |||
IkW. O Does g- ~ . | |||
K asseoy.neaetog Non4s8ey-ne4*d Pete I-1 d / c) ~f cmeen P'*P*'*d bF **** | |||
w w by D*** | |||
Preg. No. 8/9 28f. 06f, W". Ne, wwd by b | |||
_ _ _ . _ . . _ . ~ . _. .. . - - - ~ - *- ~ ~ ~ ~ ~~ ~~ | |||
~4 I i I | |||
J 1 i i I i i 1 0 0)03 1 01 1:01 i | |||
~~'~ | |||
2 004 2 0131 2.01228 | |||
- 3 0 05 3 0 1628 3' 0 1447 | |||
~ ~ ~ | |||
4 00$$ 4 0 1786 4 0 1553 --. | |||
~ | |||
5 006 5_01944 3 016M | |||
~ | |||
T_ req = 6_ 0 065 g2_ req (T_ req) = 6 0 2801 g5_ req ( T, req) = 6 0 Its? | |||
? 0 07 7 02258_ 7 018M - . - | |||
~ | |||
8 0 075 8 0 2415 8 0 1953 | |||
. 9 008 9 0 2372 9 0 2048 | |||
~ ~ ~ ' | |||
10 0 085 10 0 2728 | |||
"' to 02142 11 009 11 0 2864 il 0 2234 | |||
_ 12 0 09$ 12_ 0 3D4 12 0 1323 L | |||
, 13 01 13 0 3195 13 0 2415 14 O llie | |||
_ le 03$4 14 0 261 15, 0 123_ IS 036 15 0 26H | |||
~ | |||
le 015 16__ 0 3693 16 0 2724 17_0175 l_7_ 0 3777 E02784 | |||
- 18 02- 18 0 385 18 0 2837 19 0 221 19 0 3915 19 0 28a3 .. | |||
20 023 20 0 3974 20 0 2928 28 OM37 21 0 405l 21 0 2964 03 22 0 4079 22 0 3003 . - . | |||
23 0 323 23 0 4126 2J 0 3039 24 035 24 0 417 24 0 3071 23 0 375 23 0 4211 25 0 3101 26 04 26 0 423 26 0 313 2704S 27 0 3837 27 0 2841 28 05 28 0 3501 28 0 2603 29 06 29 0 2988 29 0 2242 | |||
. 30 07 30 0 2614 j | |||
38 08 38 02327 30 0 1974 31 0 1769 S 32 1 32 0 1917 a 32 3 1472 33 12 33 016M 33 0 1267 8 | |||
34 l i 34 0 1348 14 0 1054 | |||
, 31 2 35 0105 35 0 0832 3 | |||
62_3 36 0 0865 36 0 0692 373 | |||
- . . . 37 0,0738_ 37 | |||
_ _- , ,0, 0 5,96.. | |||
38 33 38 0 0646 .s 3 0 0525 394 | |||
- 39 00$75 19 0047 | |||
.. . . - . - . .-. ~ -- ~ | |||
- _ . _ . . . . . _ -.. - _. ..- , - ~.~ -- - --- ~ ~~ - ~ . - - | |||
j 0 8 I l | |||
b $ | |||
e cease. ree cate. No.JI.'D21 0047 tis.e o.n > r. Lurwsy"* . gw, o no e saaeyAstened Nenesteyneemd page g 3 et / Q | |||
)( | |||
CWent Propered W Date P,epos nwissed W De | |||
: w. - w z9-oc * *- I -w - | |||
. . _ . . _ - . . . _ ... . . . . . + - _~~ - - * - - > . - ~ ~ ~ ~ * ~ ~ | |||
n I I _I f I I i i i | |||
, I_ 0 0303 l ~01 1 0I | |||
. '0 0301 OM 2__ 0 H 92 0N 8 8 0l854 | |||
') 0l372 8 3 4 00$ 0 2005, 4 Oleg? | |||
8 06 S 0 2321 3 0:539 00$5 l T_ req = 6 0065 g_ req (T rey) = | |||
* 0222 gT_ req (T_ req) - 6 0iss9 0 06 7 0 gem 0 06$ {02M7 | |||
,,, | |||
* 00n e 020% e 0,m 0 073 - | |||
8 L0HM 9 0 1845 I_ 8 IO 03937 0 04 10 0 3M_6 034H H 0 lws 0 003 I W 12 0 409 i2 0 2056 0 00 | |||
- ' 8 | |||
* 0 095 E 043% 13 0 2124 l' 3133 i 0l 14. 0 496 14 0 227 , | |||
OHHli l_! l 5 1 0 5044 15 0 230s o,3 16 018... 16 Osin is 0 uns | |||
* 17 in if O s291 h 0342 Ou '8 | |||
~ | |||
0 173 ~ 18 0 $)92 18 0 2466 l* 223 19 0 $483 19 0 2508 03 8 0SM6 9 223 ' - - - - - 30 0 2545 | |||
''***" ''0Mn asOnu T~req < 0n 22 O s 02:n E0s712, 22026 | |||
, 30 , | |||
u Ons u O nn 2T02E | |||
* ' " '' 0 saia; o ns I 24 0 2669 03 E23".8 E.0 5e96 u 0 269s_ | |||
i 0 ns E 0.s9L u 02n-l04 E0*5 E0n46 L 02E i it 0 s . ,_. n Oun | |||
: 28. 0 4:ss . | |||
"- l' - E.0 IE j l03 0s 06 2'11131 E131" *0Inf | |||
; ; 07 1 '' 0 2 " | |||
E_0 ti+I | |||
- yL _. . n 0 no6 Os g32 1021st 8, , i _, . , , .n 0. 2i94 . | |||
n__O n 3 | |||
,8 ) t2 - . . . { 0_1 M,1 M 00943' | |||
; as " .2 10 sn.9 n00u, | |||
;. 2 E.23. u 0Hu n - -- 7.00 5_ | |||
2.s -.3 ? 0 09$4 3_7 0034: | |||
3 E.3 3 38 0 083 38 0 0479 ' | |||
3s - | |||
3.'. 0 0n $ E004T 4 | |||
I | |||
' i | |||
* I | |||
! I 4 e I I q l f j l l l ; l | |||
- ' a | |||
* n oiooi | |||
w p., Cels. Ns. 5/ W2f.NM7 r= _---g x 2 L.urw$v*** 1 Aev. O Date | |||
)( tesety.flMetog war elated n Pepe y W | |||
( | |||
' / Q} | |||
onom Prope* *d W | |||
* D*'' | |||
p,egnog Done Moviewed W Pee (. No. 4929.o$4 Espdp. No. WW " | |||
) | |||
.. . . _ . . . . . - . . - - -- -~~-~~'- ~~~ '' ~ * ~ ' ~~' "~~ | |||
65m.ag 06 | |||
,g, 4req.teg) | |||
/T ei , , , , . . - | |||
04 - | |||
e e' * | |||
$2A .%) | |||
.. g . | |||
f slM(TM) ,/, e . \ . | |||
g | |||
. gg . | |||
g?. req (T. ret)02 i | |||
. s,. .- | |||
\ .N | |||
* w s..'..,,,..... | |||
p r.ve ........ | |||
l l | |||
8 O J I i s 4 4'* 4 T reg, e e. -. | |||
4 | |||
: w. ,eg.a s.u.8 .e | |||
- i i e i .. . , | |||
**. m , | |||
. ..-aw. | |||
-1 . ....,e. g | |||
~ | |||
8 e " an. *% % | |||
, g , | |||
- ~ | |||
in's. req /T.regg ~l.5 | |||
- *'' \ | |||
,',I | |||
,/ | |||
\. s '. . | |||
* ~' e e * | |||
* // s% | |||
186!52.m'T S rg)'*. .g*, | |||
) ., | |||
' */ * | |||
\ ,g | |||
* in/gl. reg'T req e '# , | |||
' f \\ | |||
* * .N,. | |||
j la <g? tiq 'T.ree,y *2 -5 - | |||
\ ,\ ' | |||
g\ . e | |||
.\,. | |||
\ \. * | |||
*) e | |||
.s - | |||
l I f | |||
-3 3 _* s f # | |||
e s v s~ ; | |||
la/T req,7 9 | |||
**4 | |||
~ | |||
4 b | |||
.~. . + - . . =.. .c, l | |||
. . . . - - . . - < =. . . + - - . - - - - + - .- .- - - | |||
.. .. .- p46 4,v.?c sadra. .. - . - . _. . - . .. . ... | |||
9 e a. | |||
4 e | |||
4 f # | |||
i s & | |||
6 | |||
] l massmani oss m ,nni | |||
C. ; | |||
h j uo! dl-99teg,Q ,0 $ $ | |||
. mut-o% , | |||
$R ' | |||
The', 4s o f / a7 - | |||
%;, ORIGIN eI References , | |||
: 1. Environmental and Seismic QualAcapn Procedure (ESOPM), Secten 5. Rev 8 CR 3, dated Aug.1995 jef, ff | |||
: 2. Document identmer DC 5520127.OSE, GCl work order 4203 078' ,[dc f e 3} | |||
The g values in the table below are from above references and are at 0.05 g ground ! | |||
moneleraton. The values at 0.25 and 0.5 hertt are from p. 23 of Ref. 2 rest of the values are from degettrod values for Fig. 22 of Ref.1. | |||
Frequency (Hz) g at 1/2% damping g at 2% damping g at 5% damping gg'}e s?<cdic.f&dra @M) | |||
'0 23 * '0 0M ~ '0 028 ' ' 0 02 ' | |||
05 0 075 0 055 0N | |||
** 0? 0 065 00$$ 003$ | |||
00 0 097 0 075 00$3 09 0 128 0 095 0 07 1 0 15 O li OM2 14 0 17 . 0 091 1.2 0 186 l 00122 133 , | |||
0 088 1.3 0 19 i 0 133 01 I 14 019 l 9 0 134 , 01 | |||
' l.$ 0 19 ; O 133 l 0 099 I6 L 168 0 132 ; 0 097 117 01881 0 13 ! 0 096 i I8 0188 l 0 128 | |||
. l 0095 f 19 Olaf l 0 126 10 004 e i 2 0 187 i ' 0 123 I l 0 0931 i | |||
Il 0187 f 2 0124 l 00921 | |||
,22 i 0187 i 0 123 i I 009 I i 23 l0187 l ,01221 0 09 I | |||
!24 j 0186 01211 0 089 + | |||
i23 10lM 0 119 i '00874 | |||
!26 l0 th i 01191 0 086 I I 27 ; 0.lM j . 0 118 ; | |||
0085 l i28 1 0186 j 0118 f i 0084 l i29 (OIN I 4 0118l ' 0 064 } | |||
3 j 0 l86 4 0 117 : ! 0 083 i t 3 15 j 0lM I 0 117 l' l0082 l | |||
-, ;33 ;0lM I - 0 116 i ; 0 06 i i | |||
* ' 3 el 0 lM ' 0 116 ' 0 079 ' | |||
. ~ | |||
,-6 3 ~= r r-- -v-- ~ -- 'r-- +-~r | |||
. . _ _ _ _ . _ . _ _ ___ _ _ . _ . _ _ _ _ _ _ . . ._. ._ .m._, .. . _ . _ _ _ _ _ _ . _ _ . . _ _ _ _ _ . _ . _ | |||
CAc. t$L-MW*% i | |||
, om tR-054 l M C [ !' 7 f 7- 3 48 Clu ' O ll6 0 079 ! | |||
;36 I Olu 0 116 0 078 | |||
}38 OlM 0 116 : 0077 ! | |||
l4 e le$ 011$ 007$ | |||
42 OlH 0 119 00?$ | |||
44 O ll) 0 814 0 073 46 0 l83 O ll) 0 073 48 Olt Olla 0 071 | |||
$ 0 179 0 111 0 01 , | |||
$ 25 0 176 CIM out g, | |||
3, 0 178 g ., 0 107 | |||
. ,3 , | |||
O M7 j | |||
$ ?! 0 172 0IM 0 006 4 0 17 0 103 0 MS C 23 0167 0 102 0 064 > | |||
el OlH 01 O N2 6 7$ 0 161 f 097 O MI , | |||
? 0 187 0 093 - | |||
DM 72$ 0154 00v2 % 0 06 7$ Olst 0 09 g 0 099 , | |||
7.73 0 144 O W9 V 0 098 8 0 144 0M7 00$8 8$ 0 139 000$ 0.0$7 9 0. 8) cost 00$7 93 0 134 0 078 0OM 10 0 410 007$ 00$$ | |||
10 3 0 113 0 073 00S$ | |||
i ll F199 0 07 0 0$$ | |||
! 11.$ 0 105 00H 00$4 l12 00e# 0 067 . ObH 12 5 0 095 00M 00$3 13 0 091 O NS g 0 05) , | |||
! 13.$ 0 087 00k 0613 I le 0 004 0 063 , 0/ 00$3 | |||
; 14 $ f 0 082 0062 l 0 0$3 15 1 0 06 OMI j % 00534 to 0061 f 0 052 0078 l 17 I + | |||
0 076 , 0 06 i ( 0 052 it! ' | |||
0 074 0 0$9 ' ' 0 032 ' | |||
70 ' 0072 j 00$8 i 0 052 22 0 07 , '00583 ! 0 052 ! | |||
23 | |||
* 00%7 0 057 l00$1 . | |||
0 063 0 056 - | |||
l 28 l 10051 j 31 1 00$1 i | |||
: 0059 l l 0035 I 8 34 ( 0 056 i j 00$4 4 0 0$ | |||
3 37 ! 0 0$4 - 4005)' ' 0 0$ | |||
40 0 052 l 0 052 - l 003 l 43 10 0$1 i ' 0 0$l l 00$ | |||
$0 [003; , 0 05 ( 00$ | |||
h | |||
, q* | |||
'y s* I | |||
, . . ~ , - . , , . _ . _ _ , . . , , . . _ . . - | |||
Cab st.-1929 M7 g,j. ogg2.3-esf. l | |||
: w. SR ! | |||
V Rea 47 of '" | |||
r i | |||
PW of he spect* | |||
i .i ,. | |||
i os o ss I , | |||
c' ' | |||
t-g I I | |||
r | |||
/ I s | |||
; i N | |||
'u i /.... i | |||
\ | |||
rien 1 | |||
, ;p.7 3, g , | |||
j < | |||
f'q- . | |||
\l f' "'*" | |||
W /j i | |||
- Rl l ..X I ! | |||
I f j.1 il j i jf 'i -F 'P,m i | |||
"' . QTfi l' . | |||
l l l 1'l g, | |||
i ;; i iit 11 !i I | |||
, . i* | |||
r, | |||
{ ''C 6 { (l $h Q 0 w .' | |||
* y | |||
. . . r. ; , | |||
. -.y, .- . . , - 4 .. . . - - w | |||
- _ _ _ _ _ _ _ _ _ _ _ _CA.:g'L-99z9-Woq&o___ _ ___ _ _ | |||
R$'.oWa-asfe se | |||
~. | |||
S3c: 48 e f- I P7 E | |||
Convert frequency to time penod, multWy the g values by 2 to get values corresponding to 01 g ground acceleration, and feverse the arrays to get the values in ascending order of penod: | |||
T .* reverse (T) | |||
T: af , | |||
g005 a reverse (2 3005) g2 = reverse (2 32 ) 35 :remse(2 g5) | |||
Penod (Sec) g at 1/2% damping g at 2% damping g at 5% damping 3 ' ' | |||
I 0 02 E1 01 E1 01 E 1 01 2'00222 2 0102 2 0102 2,.01 3 0025 3 0104 3_ 0 104 3 01 4 0 027 4 0108 4 0 106 4 91 S 0 029_4 180112 $ 0108 Ih T. 6 0 0323 3005 = 8 0118 3=2 | |||
* 0 11 35 = | |||
* 0 802 7 ' 0 0357 7 OlM 7 0112 7 0102 M | |||
~~ | |||
6' 0 04 8 0 l14 8 0802 e' O045$ 9 014 ' | |||
9 015 e 0104 le 00$ 10 0 144 10 O ll6 lo 0104 11 003S6 11 0 148' il 0 til il 0 104 12 00$88 II O ll2 12 012 82 0 104 13 0 0625 13 01M 13 0 122 L3 0104 16 0 0M7 14 016 le 0122 le 0106 D IS 00e9 13 0 164 15 0 124 IS 0106 le 007Ii le 0168 46 0 126 66 0 106 Q* | |||
17 0 0741 47 0174 17 0 128 47 0 106 18 0 0769 18 0 182 18 013 18 0 106 19 008 19 019 19 0 132 19_ 0 106 j | |||
30 0 0833 20 0 198 20 0 134 20 0 108 g 21 0 047 21 021_ 21 0 138 21 0 808, 22 0 0%M 22 014 22 0 ll 22 0 218 | |||
_ g | |||
, 23 009$2 2J 0 226 23 0 146 23 0 11 g | |||
24 01, , | |||
23 010$3 24 0 236 23 0 244 24 015 230in 24 011 g | |||
25 0 112 M O ktll' 26 026 2 D I62 M Olle gM 27 01l76 27 0278 27 017 27 0 lid %,, | |||
28 0 123 ' 28 0 238 29 02% | |||
28 0 l74 29 0 178 28 0 116 29 0 116 k | |||
N 0129 ~ ~ | |||
30 0 1333 30 0 302 30 018 30 0 118 i | |||
31 0 1379 34 0 308 31 0 184 li O I2~ | |||
! 32 Di4M~ 32 0 314 32 0 186 34 912 33 0 322 33 0 194 EI5 3Mlik[ | |||
M 0ll38 M 03,28 M_ 0 2 M 0124 35 0 334 33 0 204 35 0 128 35 M Olg 016_ / MOM M 0206 M 013_ | |||
. 37 0I?H 37 0 344, 37 0 200 37 0 132 gg 34 01848 Y, 38 033 38 0 214 38 0 134 M 0 352 39 0 216 M OlM e6 0 358 de 0 222 e6 014 | |||
*! O M 6L 0 224 61r0142 4 0366 G 0 2M lS 0.146 oam n . .,. w... | |||
l Celea. Fw Cats.06e..W..ifff N.crg7 suar seene at L.urwsy"o %,o ,,,, | |||
)( 8teented Non4e6H r.8tesoted i Pepe % of / % | |||
. cuene Preemd by Dele Propee nevne edby Done Preets. 9929.. O S*4 Equip. No, t w by Dew | |||
~~~~ - | |||
-~~ | |||
n | |||
_ 0 n.2 n _01.u Ti0122~ | |||
... 34 0 328 .M 02 - ~ | |||
* M 0124 | |||
~~~~ | |||
II.03j4, n_ 0 204 II M M 034 M 0206 M 0 l) | |||
_ . . _ 37 OW 17_ 0 208 ~- | |||
37 0 132~ | |||
1 38 033_ M_ 0 214 38 0 134 | |||
.-. M 01M$ 39 0 332 ~~ | |||
M 0 216 39 0 IM 40 0 350 e00222 e9 014 - - - | |||
el 0 2003 el 0 M el 0 224 44 0 142 | |||
~ ~ . . 42 0 2174 42 0 M6 ~~' | |||
42 0 226 s2 014 430M6 43 0 228 43 014 44 0 2Mt 64 0 M4_ 44 023 4 013 | |||
- - - - H 023j eQ 43 023 4S 0 15 | |||
" W2 4 0 2778_ | |||
e6 0 372 47 0 372 g e6 0 232 mW | |||
+7 0 232 s7 0 gg y02m 48 0 372 V | |||
~ | |||
ss 0132 f 0 303 d ~ e6 0 t$8 | |||
: g. 0 372 g et 0 232' 89 016 M 03875. | |||
*- H 03333 SO 0172 A S Y0 gg 0164 | |||
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Latest revision as of 13:58, 31 December 2020
| ML20203J303 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| Issue date: | 12/09/1997 |
| From: | FLORIDA POWER CORP. |
| To: | |
| Shared Package | |
| ML20203J289 | List:
|
| References | |
| REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR S97-0316, S97-0316-R00, S97-316, S97-316-R, NUDOCS 9712190183 | |
| Download: ML20203J303 (230) | |
Text
{{#Wiki_filter:_ l ATTACHMENT B to 3F1297-24 l l FLORIDA POWER CORPORATION CRYSTAL RIVER UNIT 3 DOCKET NUMBER 50-302/ LICENSE NUMBER DPR-72 CALCU.LATION S97-0316, REV. 0 "Scismic Evaluation of Emergency Feedwater Tank, EFT-2" E$A**%85!! MASAsoa P PDR
w l O l / INTEROFFICE CORRESPONDENCE I ( actuv6 e.iu I
\ Nuclear Engineering NTGD 1503
- s. , 0"'c' MAC Telephone suaJECT: Crystal River Unit 3 Quality Records Transmittal . Analysis / Calculation TO: Records Management NR2A The following analysia/ calculation package is submitted as the QA Record copy:
DOCNQ (FPC *CCUMfMT IDENTIPCAfl0N Huurtes htv. sysitwa totAt Pacts TAANsufftD
$97 0316 0 EF fg errt!
Seismic Evaluation of Emergency Feedwater Tank, EFT 2 R WD1 (IDENTIPy atywon05 Poe LAttA mttartVAu Seismic, SOUG, A46, Tank OkmtP intFER4NCtl oM FILis ust PoweAARY Pitt PIRsT) MAR 97 08 08 01 (canceled) VENO (VENDOR Naut) VtNDOR DOCUMENT NUMetR 40KMtF) sVPERSEDED 00CUWENT1(DEMEF) Sargent & Lundy SL 9929 N OO47 n/a l EFT 2 l l l l l l l l 4 ~ couueNrs tusAct afstmecnows. enoPaittAar. Etca This calculation is to provide the seismic qualification of the tank to address Unreceived Safety 1: sue (USI) A46. NOTE: Use Tag number only for valid tag numbers (i.e., RCV-8, SWV 34, DCH 99), otherwise: use Part number field (i.e., CSC14599, AC1459). If more space is required, write *See Attachment" and list on separate sheet.
"FOR RECORDS MANAGEMENT USE ONLY **
Quality Record Transmittal received and informs.tlon entered into SEEK, Entered by: Date (Retum copy of Quality Docment Transmittal to NOE Support Specialist.) m /1 . Ot:6Q INGee t ' AT VEMiFICATION ENopettm Daft AGFtA R. NQ. h h2 ATE
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;I cc: Nucker Prosects (if MAR /CGWR/PEERE Calculation Revow form Part til act6ons required Yes @No Return to Service Related) Yes @ No (if Yes, send copy of the form to Nuclear Regulatory saurence and a Supennsor, Config. Mgt. Info, copy of the Calculation to ttw Responnitne Organitetents) identified in Mgr., Noct. Operations Eng. (Onginal) w/ attach Port til on the Calculation Review form.)
M $ k/IY
m 1 bN L CALCULATION REVIEW cut.mm Page 1 of 2 l 1 j cucuumow e.o.mtv.
, 897 0316, Rwielon 0 '
PART1 DESIGN ASSUMPTION / INPUT REVIEW: APPUCA8LE ] Yes y No The (cJlowing organizations have reviewed and concur with the design assumptions and inputs identified for this calculation: Nuclear Plant Technical Support ^ System Engr = * " Nuclear Plant Operations omme k"*'*" n,a.wwo.. Syn.wac.m PART 11 - RESULTS REVIEW: APPUCABLE Yee @ No The following organizations have reviewed and concur with the results of this calculation and understand the actions which the organizations must take to implement the results. Nuclear Plant Technical Support System
. Engr *'"*"'**"
Nuclear Plant Operations w o.= Nuclear Plant Maintenance Yes N/A Nuclear Ucensed Operator Training Yes N/A Manager, Site Nuclear Services
~ ~
Yes N/A Sr. Radiation Protection Engineer _ _ _
~~ "
Yes
] N/A OTHERS:
w o.. 9er s' M
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~ -J
{,m'\ ( CALCULATION REVIEW s' ') . . ~. . .- Page 2 of 2 [%l cucuumm ee m 897 0316, Revlolon 0 No PART let . CONFIGURATION CONTROL: APPUCABLE Q Yes . The following is a list of Plant procedures / lesson plans /other documents and Nuclear Engineering calculations which require updating based on calculation results review: Document Date Reauired Ramoonsible Oraanizatton Upon complet;on, forward a copy to the Manager, Nuclear Regulatory Assurance Group for tracking of actions if any items are identified in Port lit. If calculations are listed, a copy shall be sent to the original file and the calculation log updated to reflect this impact. PARTIV . NUCLEAR ENGINEERING DOCUMENTATION REVIEW The responsible Design Engineer must thoroughly review the below listed documents to ansess if the calculatioa requires revision to these documents, if 'Yes," the change authorizations must be listed below and issued concurrently with the calculation. Erhenced Deeegn Bene Document ]Yes@No"* Vendor Qualifcetion Package ] Yes g No , , , FSAR Topscal Desson Base Doc. "* Q Y. ) @ No "*""* No Yes @ improved Tech. Specifmetion "C" Yes @ No "*""* E/SOPM Q Yes g No improved Tech. Spec. Bones Other Documente revowed: Yes@No**""" Conhg. Mgmt. Info. System Q Yn @ No" Yu O o w = m w wence Analyses 8mes Document M Yes g No Yes ] Desen Bows Document Yes QYes@No"C" Appendia R Fire Study [Yes@No"* Yes] Fire Hotordous Analysis Yes No "* Yes O o-u m wwe== Yes NFPA Code C.A...ew Document ] Yes @ No ** PART V PLANT REVIEWS / APPROVALS FOR INSTRUMENT SETP0lNT CHANGE PRC/ONPO approval is required if a setpoint is to be physically changed in the plant through the NEP 213 process. PRC Review Required Yes 521 No - M PRC Chairmen /Date DNPO Review Required Yes
@ No DNPO /Dete 06 w eeNurden w i ossoon eNuneeen . meeito e.4em
. dJ6 '// n/7/n c. s< r~ nd n ,ast.
[y~. )N N / **"*""** DESIGN ANALYSIS / CALCULATION ! Crystal River Unit 3 - ,.., oct,4m , Page i of i meuwe mmecAvo= *eo arvsos
$97 0542 0 SECTION v PURPOSE; The purpose of this calculation is to provide seismic qualification of the Emergency Feedwater tank 2 (EFT-2). The qualification of the tank is to address Unresolved Se'ety issue (USI) A46. The original qualification of the this tank, per the SQUG methodology, ,,as done in calculation S94-0011. This calculation showed the tank to fail the SQUG screening criteria. This made the tank an cutlier as defined by the Florida Power Plant Specific Procedure to address USl A46.
Sargent & Lundy was then tasked with the analysis of the tank to resolve the outlier. This has been done and is attached as a vendor calculation SECTION l! RESULTS/ CONCLUSIONS: See pages 126 and 127 of the attached calculation. SECTION lil DESIGN INPUTS: See page 15 of attached calculation. SECTION IV _ _ _ . ASSUMPTIONS: There are no e ssumptions that require confirmation. SECIlQtLV . ,
REFERENCES:
See page 16 of attached calculation. 31GIlON VI DETAILED CALCULATIONS: See attached.
'SECTION Vil ATTACl!MENTS:
Sargent & Lundy calculation number SL 9929-N-0047, a an =riu. % w e - %
""'*" Design Inform:ti;n 'iransmittal
@ SAFEW.RELATED D NON-SAFET%RELATED DIT No. DIT CM.0064 Client: Florida Power Corroration Page f of f Station: Crystal River Unit (s) 3 To: Dan Jopling . FPC Project No(s).: 09929-056 Butgeet:: Selsmic Evaluation of Emergency Feedwater Tank EFT 2 MODIFICATION OR DESIGN CHANGE NUMBER ('i): N/A Chris Sward NPD _,,,,
IM 11/29/97 Propww e em s.=i DMem Properor'r 3gnature Oste 8TATUS OF INFORMATION: m . -= o - win . ..-, e i4n Approved For Use . IDENTIFICAT1dN OF THE SPECIFIC DEslGN INFORMATION TRANSMITTED AND PURPOSE OF ISSUE ame.,
, ww = ort er = = em( ve n. e This DIT transmits Sargent & Lundy Calculation SL 9929-N-0047, Revision 0. This calculation provides the seismic.
evaluation for Emergency Feedwater Tank EFT 2 to address the issues that made it a SQUG outlier in the previous GIP assessment per FPC Calculation No. S-94-0011. This calculation demonstrates the adequacy of EFT 2 through refined computation of the seismic capacity and seismic demand of the tank. The calculation includes a summary from Dr. R. P. Kennedy indicating his concurTence with the calculation and its conclusion. These documents are for FPC's use, for incorporation into FPC design basis as appropriate, and for QA records retention. SOURCE OF INFORMATION: Roport No. Calc. no. SL.9929.N.0047 0
* * * " *
- r Other Distribution: S. M. Malak -(1/0)
R. P. Kennedy -(1/1) FMe No.: g2, Bo. esse O f.o. 04&17.18b.v. 2
i Luncey a ENGINEERINGCALCULATION ISSUE
SUMMARY
(FORM GES.320.10.4) PAGE .[ DESIGN CONTROL
SUMMARY
DESIGN VERIFIC ATION IctiEur. Florida Power Corporation PROJECT NAME: Crystal River UNIT NO.: 3 PROJECT NO.: 09929 4 56 CALC.NO.: SL.9929-N 0047 g SAFETY.RELATED TITLE: Seismic Evaluation cf Emergency Feedwater Tank EFT *2 QA l STATUS Approved COMMENT SERIAL l EQUIPMENT.*C : EFT 2 O NON-SAFETY-RELATED NO. NO. IDENTWICATION OF PAGES ADOED/REVIS5D/ SUPERSEDED / VOIDED & REVIEW METHOD NOTE: PRINT AND SIGN IN THE SIGNATURE AP.EAS BELOW AFFECTED PAGES: f
/b-ZO 2(a-3 BjS0-62j GF-7@i(4-(LOj C/-Ch CJ 7-d$7, l REVIEW METHOD: f)hg/fd hNE FOR REV-l PREPARER &/NG$/ / (tk; hut'w' $W DATE M*2V~Tl RCVIEWER (k,Arnth (M. W ' V DATE IlI. R ~Cf'~l !$
The romener's sqnature w@catds comphance wsWGES 320.10 and the venicate of the tolkwmg manmum items: conectness of math M hand prepared calculatms. appropneteness of wrovt data, appropnateness of assumotas. and appropnateness of the catulatm method l APPROVER rb/)10 i ' DATE: I$' IDEN rlFICATION OF 1/ AGES ADDED/REVISEDISUPERSEDEDNOIDED & REVIEW METHOD AFFECTED PAGES: f*/'[y/0l C4-C.%. l REVIEW METHOD: ghjh FOR REV: l PREPARER 5 . Gt HG H /)d -l -!Is DATE II'29* 17 REVIEWER MI.4tWIA /M M' DATE II-79-T"7 The renewers s9 nature wncates comphance%tn GES 320 to and the ventcatoon of the Ibnowana mornmum stems: correctness of math for hand prepared caMulations, eparopnateness of snput data, appropnateness of assumptus, and appropnate ss of the calculata enethod. l APPROVER
- W _
DATE Y~ IDENTIFICATION OF PAGES ADDED/ REVISED / SUPERSEDED / VOIDED & REVIEW METHOD , AFFECTED PAGES: / I-lF 7J-2j 5' 37-@fG P-6 7j 77-7Wp to 2, ll3j l2.)- 12 j7 ff,g/, l REVIEW METHOO: ((4)[d [7g pop pgy, gg l PREPARER M. A/1)/h /N Ad' DAre II 'tRR3 REVIEWER M d'A/d M/ ' Mud 67d DATE: // 9 *7 The rewowers s9 nature mdcales comphance wrth GESU20 to and the ventwata of the blowrng muumum etems' cc#rectness of math Ibrhand prepared calculates, appropnateness ofitput data, appropnateness of assumptrons, and approonatenes of the calculata mettt4 l APPROVER f
- Oil
- DATE: Il ~'2. W ~ $ ]
/
, This document contains information which is confidential and proprietary to Sargent & Lundy (S&L). It shall not be reproduced in
, whole or in part or released to any third party without the prior written consent of S&L Copyright Sargent & Lundy 1992 all rights reserved.
Standarde located in the Sargent & Lundy " Standards.Poincies & Procedurnd' ! con are to be considered as the official version of the Standerd. OES320tS. DOC
s coor Luncsym f.. ENGINEERINGCALCULATION ISSUE
SUMMARY
(FORM GES-320.10.4) PAGE DESIGN CONTROL
SUMMARY
DESIGN VERIFICATION lCuEur. Florida Power Corporation PROJECT NAME: Crystal River UNIT NO.: 3 PROJECT NO : 09929-056 CALC,NO.: St.-9929 N 0047 E SAFETY-RELATED , TITLE: Seismic Evaluation of Emergency Feedwater Tank EFT-2 QA l status- ApprDved COMMENT SERIAL l EOutPMENT NO. EFT-2 O NON-SAFETY RELATED NO. NO. IDENTlHCATION OF PAGES ADDED/ REVISED / SUPERSEDED / VOIDED & REVIEW METHOD NOTE: PRINT AND SIGN IN THE SIGNATURE AREAS BELOW AFFECTED PAGES: 4ld3e REVIEW METHOD: k TJt O TE FOR REV-l PREPARER $ , ;'1*. CHHAEKA (YW1*All4AAyr1pL.DATE- ll - 2 % 'l REVIEWER N dMi64[N MM DATE- U-2 9 --T'"I The revoeds smneturiondcarbs c6mphance with GES 320 to and the venicaton of tne toltowrf mensanom hk stems: correctness of math Ibr handprepamd cakulatons, appropnateness ofinput data. appropnateness of assumptsons. ano appropnateness of the catulatnus method. l APPROVER e Mi DATE: NSY
. IDENTIF6 CATION OF PAGES ADDED/ REVISED / SUPERSEDED / VOIDED & REVIEW METHOD AFFECTED PAGES: / ZM7((,82.4)46 4 K ZA/.C!tt14770*/ ! MT e REV.
l REVIEW METHOD. DATE FOR REV - l PREPARER DA TE' REVIEWER DA TE The revnener's smnature arKtcates comphance wrth GES 320.10 and the venicatron of the toteomrm muumum etems: correctness of math Ibr hand prepamd catulatons. appropnateness ofinput data, app 4matoness of assumptens, and appropneteness of the caJculatoon method. I AP, rover K/mA/N47A' 04TE: ti/7A / 9-) IDENTIFICATION OF PAGnS ADDEDiMEVISEDISUPERSEDED/ VOIDED & REVIEW METHOD AFFECTED PAGES; I REV l REVIEW METHOD: o47gpoppgy. l PREPARER DATE REVIEWER DATE-The revrewer's smnature andcates comphance utn GES 320 to and the vermcanon of the totoowsng mutumum utems correctness of matte Ibr hand propand catulatons, appropnateness of:tnit data, apprornateness of assumptons, and apptupnateness of the Catulabon method l APPROVER DATE: This document contains information wh6ch is confidentialand proprietary to Sargent & Lundy (S&L). It shall not be reproduced in whole or in part or ro6 eased to any third party without the prior written consent of S&L Copyright Sargent & Lundy 1992 ell rights romerved Standerde located in the Sargent & Lundy " Standards. Policies & Procedures" icon are to be considered as the official werelon of the Standard. GES320lS.00C
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. 30 07 30 0 2614 j
38 08 38 02327 30 0 1974 31 0 1769 S 32 1 32 0 1917 a 32 3 1472 33 12 33 016M 33 0 1267 8 34 l i 34 0 1348 14 0 1054
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%;, ORIGIN eI References ,
- 1. Environmental and Seismic QualAcapn Procedure (ESOPM), Secten 5. Rev 8 CR 3, dated Aug.1995 jef, ff
- 2. Document identmer DC 5520127.OSE, GCl work order 4203 078' ,[dc f e 3}
The g values in the table below are from above references and are at 0.05 g ground ! moneleraton. The values at 0.25 and 0.5 hertt are from p. 23 of Ref. 2 rest of the values are from degettrod values for Fig. 22 of Ref.1. Frequency (Hz) g at 1/2% damping g at 2% damping g at 5% damping gg'}e s?<cdic.f&dra @M)
'0 23 * '0 0M ~ '0 028 ' ' 0 02 '
05 0 075 0 055 0N
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' l.$ 0 19 ; O 133 l 0 099 I6 L 168 0 132 ; 0 097 117 01881 0 13 ! 0 096 i I8 0188 l 0 128
. l 0095 f 19 Olaf l 0 126 10 004 e i 2 0 187 i ' 0 123 I l 0 0931 i
Il 0187 f 2 0124 l 00921
,22 i 0187 i 0 123 i I 009 I i 23 l0187 l ,01221 0 09 I
!24 j 0186 01211 0 089 +
i23 10lM 0 119 i '00874
!26 l0 th i 01191 0 086 I I 27 ; 0.lM j . 0 118 ;
0085 l i28 1 0186 j 0118 f i 0084 l i29 (OIN I 4 0118l ' 0 064 } 3 j 0 l86 4 0 117 : ! 0 083 i t 3 15 j 0lM I 0 117 l' l0082 l
-, ;33 ;0lM I - 0 116 i ; 0 06 i i
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! 11.$ 0 105 00H 00$4 l12 00e# 0 067 . ObH 12 5 0 095 00M 00$3 13 0 091 O NS g 0 05) ,
! 13.$ 0 087 00k 0613 I le 0 004 0 063 , 0/ 00$3
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- 0059 l l 0035 I 8 34 ( 0 056 i j 00$4 4 0 0$
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S3c: 48 e f- I P7 E Convert frequency to time penod, multWy the g values by 2 to get values corresponding to 01 g ground acceleration, and feverse the arrays to get the values in ascending order of penod: T .* reverse (T) T: af , g005 a reverse (2 3005) g2 = reverse (2 32 ) 35 :remse(2 g5) Penod (Sec) g at 1/2% damping g at 2% damping g at 5% damping 3 ' ' I 0 02 E1 01 E1 01 E 1 01 2'00222 2 0102 2 0102 2,.01 3 0025 3 0104 3_ 0 104 3 01 4 0 027 4 0108 4 0 106 4 91 S 0 029_4 180112 $ 0108 Ih T. 6 0 0323 3005 = 8 0118 3=2
- 0 11 35 =
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~~
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. 37 0I?H 37 0 344, 37 0 200 37 0 132 gg 34 01848 Y, 38 033 38 0 214 38 0 134 M 0 352 39 0 216 M OlM e6 0 358 de 0 222 e6 014
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