ML18102B019
| ML18102B019 | |
| Person / Time | |
|---|---|
| Site: | Salem  |
| Issue date: | 08/28/1996 |
| From: | Public Service Enterprise Group |
| To: | |
| Shared Package | |
| ML18102B015 | List: |
| References | |
| 6S-791-4, 6S-791-4-R3, 6S0-0791-004, 6S0-0791-004-R03, NUDOCS 9705050061 | |
| Download: ML18102B019 (59) | |
Text
{{#Wiki_filter:ATTACHMENT 2 PSE&G CALCULATION 650-0791-004 EVALUATION OF CONTAINMENT STRUCTURE FOR LATEST TEMPERATURE LOADS 9705050061 970428 PDR ADOCK 05000272 p PDR
FORM NC.DE-AP.ZZ-0002-1 Cover Sheet CALCULATION COVER SHEET !?age \ of 3 CALC. NO.: _--.;e:i=-.;;s~o=---_,Q"""--'-Z'-9....... i--o"'-'c=-'f~----- REVISION: 3 TITLE: CHECK ONE:
'5iFINAL (Supports Installed Condition)
L]'FINAL (Future Confirmation Req 1 d) DESCRIPTION OF CALCULATION REVISION (IF APPL.): HOPE CREEK oo Dos Dosh OF OR ~/A Q - LIST (SALEM) ? D YES .P(_ NO .MPORTANT TO SAFETY
., ~YES 0 NO NTERIM CALC - FUTURE CONFIRMATIONS REQUIRED? D YES ~ NO D N/A If YES, list page No(s).
FINAL CALC - FUTURE CONFIRMATIONS REQUIRED? D YES )( NO D N/A If YES, list tracking system and tracking No. OTHER DOCUMENTS AFFECTED? (CBDs, UFSAR, etc.): _________________~-----------~ STATION PROCEDURES IMPACTED? ~A" FOR CALCS RELATED TO A DCP) 0 YES OR UNSURE NO QN/A
- If "YES OR UNSURE", has *system Manager been contacted? [] YES 0 NO
- If "YES" or "NO", has pertinent descriptive information been.
transmitted to System Manager/Single Point Contact? [] YES D NO {transmittal required if System Manager is not contacted) ORZGINATOR/COMPANY NAME; --:;:;;?. ~ 1(... \(..o ~ ate PEER REVIEWER/COMPANY NAME: _ _;t(__._(lf _ _ _ _ _ _ _ _ _ __ VERXFXER/COMPANY NAME: ~~~ Date REVIEWED: ;V//f Supervisor (as applicable} Date PROVED: GLSupervisor a/is/qfu O'ate' Nuclear Common Page 2 of 2 Revision 5 (Page 1 contains the instructions)
CALCULATION CONTnroATION/REVJ:SION HISTORY SHEET CALCULATION CONTINUATION/ SHEET: '2.. DF 3 REVISION HISTORY SHEET CONT'D ON SHEET: CALC. NO. z &So-o'?~I- ooil-
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Nuclear Co=mon Page 23 of 23 Revision 3
TITLE: Evaluation of Contain* ID NO. lSS0-0791-004 SHEET ment Structure for Uitest OPStiG Temperature Loade
REFERENCE:
OF CALCULATION ORIGINATOR ~o~ ~ CONTINUATION SHEET DATE 10-18*94 ~' ~ PEER REVIEW J{d} T4(9: *~ DATE 1of24/</4 J ,
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TABLE OF CONTENTS
- 1. Table of Contents 1
- 2. Purpose 2
- 3. Method 3
- 4. Assumptions 4
- 5. References 5
- 6. Conclusions 6
- 7. Calculations 7 ATTACHMENTS
- 1. Certification of Design Verification f'O~ 4 pages
- 2. New Temperature and Pressure Loads 24 pages I
- 3. ~T\~\c.A-T\-ON o~ Oit.~lt..,.;>"~f"\~1"\~ ~~tl>J, \ , Z Pt-"5.
Lf. Crrtrhc~t;. bf ~erf-11 Ve,.;f7r:(fi:,, :h,. /{'"* Z J Z./:,tM I z DE-AP.ZZ-0002(0} ATTACHMENT 2
TITLE: Evaluation of Contain- IDNO. SS0-0791-004 SHEET ment Structure for Latest OPS~G Temperature Loads 7-
REFERENCE:
OF
~;q, CALCULATION ORIGINATOR m_ \
CONTINUATION SHEET DATE 10*1~-~4 PEER REVIEW J~ T~~ DATE Lo/'£4/<J!f. r I s-ie~ PURPOSE The original design of the Containment (Reference 1) was based on a design pressure of 4 7 psi and a corresponding temperature of 246 degrees. Subsequent analyses performed by Westinghouse (Attachment 2}, which e~aluate different accident scenarios, result in higher Containment temperatures, but with a lower calculated pressure. This calculation will evaluate the effect of these new pressures and temperatures on the original design calculation. ( SE.e. Le..R ~1'1o)ctt;-o\t--o\) \
TITLE: Evaluation of Contain* ID NO. 6$0-0791-004 SHEET ment Structure for Latest OPS~G T11mp11rature Loede 3
REFERENCE:
OF CALCULATION ORIGINATOR ~ () CONTINUATION SHEET DATE , 0-18-94 PEER REVIEW clQb DATE /Of'ltft/<1-r I METHOD The method used in this calculation is as follows:
- 1. Review the original design calculation (Reference 1) to determine the critical areas of the design.
- 2. Perform hand calculations using the design temperature and pressure to "benchmark" the hand calculation method against the original calculation for the critical parameter (hoop reinforcing in the cylinder).
- 3. Repeat the hand calculations for the new temperatures and pressures to determine the effect on the critical area.
- 4. If the net effect is a reduction in stress, the original design parameters can be considered to envelop the new temperatures and pressures.
- 5. If the net effect is an increase in stress, the increases in stress will be assessed for impact on the design.
DE-AP.ZZ-0002(0} ATTACHMENT 2
TITLE: Evaluation of Contain* ID NO. 650-0791-004 SHEET ment Structure for Latest OPS~G iemperature Loads
REFERENCE:
OF CALCULATION ORIGINATOR §g_ CONTINUATION SHEET DATE 10-18-94 PEER REVIEW d4¢ DATE ltJ/t~let ASSUMPTIONS
- 1. The lower portion of the Containment (below El. 110) will not be affected since it is insulated. se.e. C-M.(.. (.So-Rt~ Ue.f.\1) F-o.t e'l/,..L.vfl\T'lb,o:i. c(S u~o.~t.6)~Tt0 Po~T\*rJ ore- L4~~--
- 2. The temperature outside the Containment is assumed to be 60 degrees Fat the time of the accident, and the inside temperature is assumed to be 120 degrees F. This is consistent with the values used in the original design.
- 3. The liner temperature is assumed to be the same as the containment atmosphere temperature. Calculation 6$0-1 800 (Reference 10) indicates that the average liner temperature will be slightly less. This assumption is slightly conservative.
- 4. The concrete is assumed to remain at the initial temperature throughout the transient. Calculation GS0-1800 (Reference 10) indicates that only the inside inch or two is heated. This assumption is conservative and has little effect on results.
- 5. The concrete in the membrane region is assumed to be completely cracked.
- 6. The new pressures provided (Attachment 2) are multiplied by 1.5 in load combination 1 A' CD+ 1.5P + T), but the corresponding temperatures are not increased. This is reasonable since the factor of 1.5 is meant to provide a factor of safety for the pressure load, and does not imply that a temperature corresponding to this pressure should be used.
DE-AP .ZZ-0002(0) ATIACHMENT 2
TITLE: Evaluation of Contain* lD NO. 850-0791-004 SHEET ment Structuro for Latest 5' OPS~G Temperature Loads
REFERENCE:
OF CALCULATION CONTINUATION SHEET ORIGINATOR DATE filL_ 10-18-~4 0 f-ff~, PEER REVIEW t,t),i9 rl($ DATE taf.l1:.,l41- 5*~9"'4b REFERENCES
- 1. Calculation 680-0791, "Seismic Analysis of Containment Vessel"
- 2. Calculation 680-0591, "Containment - Dome, Cylinder & Mat Design"
- 3. Dwg. 201108-A-8707-7, Dome - Plans and Sections
- 4. Dwg. 201109-A-8707-3, Dome - Sections
- 5. Dwg. 201110-A-8707-5, Dome - Reinforcing Bar Schedule
- 6. Dwg. 201125-A-8708-7, Development of Main Wall Reincorcement - Sh. 1
- 7. Dwg. 201126-A-8708-7, Development of Main Wall Reinforcement - Sh. 2
- 8. Dwg. 201127-A-8708-7, Development of Main Wall Reinforcement - Sh._
- 9. Dwg. 204778-A-3586-3, Dome - Steel Rings@ Meridional Reinforcement 1 O. Calculation GS0-1800, Rev. 0, "Temperature Profile of Concrete Containment Wall 1 1. Temperaure and pressure time histories received from T. Ross of the Nuclear Fuels group (see Attachment 2)
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TlnE: Evaluation of Contain- ID NO. SS0-0791-004 SHEET ment Stnic:ture for Latest 6 OPS~G Temperature Loads
REFERENCE:
OF CALCULATION ORIGINATOR ~ 0 CONTINUATION SHEET DATE 10*18-94 PEER REVIEW JQJ? DATE 10124/q1 t I CONCLUSIONS
- 1. The most highly stressed area of the Containment reinforcing steel 'is in the hoar; bars in the membrane region, due to load combination' A' (D + 1.5P + T),
particularly at El. 140'. 2 The most highly stressed area of the liner is in compression at El. 120', due to load combination 'C' (D + P + T +DBE).
- 3. The hand calculation performed to estimate the stresses in the hoop bars in the membrane region agrees well with the design calculation, and can be considered to be an effective method to evaluate the different combinations of pressure and temperature.
- 4. For the reinforcing steel, the temperature and pressure which governed the original design (T = 306 degrees and 1 . 5P = 70. 5 psi) is more critical than any of the new cases with higher temperatures.
- 5. For the liner, compressive stresses may increase, and some yielding may occur.
However, for the temperatures which cause this to happen, the pressure is much lower than the design pressure, and the reinforcing steel can easily resist the pressure loads. DE-AP.ZZ-0002(Q) ATTACHMENT 2
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TITLE IDNO. SHEET Ct, '5 0 - Or 'i I - o o '-{- 0 PS~G "2.. \.... REFERENCE OF ORIGINATOR ~c~ 0 CALCULATION DATE ]-N--'l'f CONTINUATION SHEET PEER REVIEW ,117"1~ DATE 1.iw~~ C. ('1'.15
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DE-AP .ZZ-0002(0) ATTACHMENT 2
TITLE IDNO. SHEET fa ?o- o"l"\I - oci.f-OPS~G REFERENCE z~ OF ORIGINATOR 0 CALCULATION DATE CONTINUATION SHEET PEER REVIEW I . '~- DATE ":!-/16/q&. I J R . . J,*l.(~ C.¥-s' (/rl j,~) IL- bu.rs c.uJ-r-.. 'Z.. 01 ..i-_ "L / 11:: tJ .... "Z..01 ;..,.:- (+ r
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DE-AP.ZZ-0002(0) ATTACHMENT 2
I CALCULATION 650-07'/{ -{)()'/
- ATTACHM~1. PAGE I
*- . CER'rl:FICATJ:ON F°OR. DESXGN VERIP'l:CATJ:ON Reference No.t'Bc.~ ~'S0-67t/l-~t/ 73t::.v. D
SUMMARY
. STATEMENT tl'-'- Pll~cs o~ z¢s t!dt-.~ t/tlvc- B~cJ Z2g"s1~J V£l?ICl£D. AAI l'!Pe,1?o?R'1!/;c- fh/lft.i?tf? lfPP12'Mf!/ r/R? sce-J (IT1t.1~~'0 1AI r¢s ~"1t.~ut1nl)A!.
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- The undersigned hereby certifies (in the right column) that the design verification for the subject document bas been completed, the questions from the generic checklist have been revieWed and addressed as appropriate, and all comments have been adequately incorporated.
Design Verifier Assigned By si~ture of Design Verifier I Date (signature of Manager/Supervisor) Design Verifier Assigned By Si~ture of Design Verifier / Date (signature of Manager/Supervisor) Design Verifier Assigned By -Si~ture of Design Verifier / Date (signature of Manager/Supervisor)
*If the Functional Manager/Supervisor acts as the Design Verifier, the signature of the next higher level of technical management is required.
Page
- of
CER.'l'~FICA'l':tOU FOR. DESIGN VEiu:P:tCATl:ON REFER.ENCE DOCUMENT NO. /REV. e~t-~ 6Sl-C7<11.1- - e>e><J/ KIN. D I COMMENTS ~OLlITION AJt;A/.C A1/A
- =---
- --- : -
tr'!4:--d SUBMITTED BY
/0 *~*'11 DATE 13 a.l...t=
RESOLVED BY 1rf:mt/ft .Acceptance of Resolution I CALCULATION l.~t-ontf-&ID(
- ATT.ACHMENT1, PAGE z_ !
FORM NC.DE-AP.zz-0010-2 Page 1 of 2 GDERXC VXRD'XCATIOB CD'CltI.%51' REFERENCE DOCClMENT dl1L~ 6S/-o7'1 ~l r-!!'LION _ D 7 YES NO N/A WHERE FOUND COMMENTS PAGE NO. (Y/N) 1.. MERE DESIGK llPUTS CORRECTLY SUECTS> AND pt; c,, 1q _... Z.3 lllCORPCUTED INTO OESJGK7 IKl D 0 ..,.. flt:.C. "2- N
- z. AAE A$SllCPTIGIS llECESSARY TO l'ERFORH TIE DE:Slr;;ll ACTIVITY Al>EGUATEtY DESCRIB£D All1J lEASONABlE! WERE 11£CESWY
- ARE TIIE ASSUMPTIONS loart'lflB> f<IR SU8SEQUEJIT RE-VERIFlCA.TIOI \AES THE DETAILED DESIGN ACTIVITIES Alf COMPl.ETEDl lKl D 0 -pt; 1 N n n nl
- 3. NI.£ THE N'f'iCIPllATE CKW.lTY AND QUALITY AS:SlJW(CE ltEQUIREMEWTS SPEClfJB>?
0 0 JR r
- 4. ARE TICE APl't.ICABLE CXX>ES. STANDARD$ AtlD REGULATORY REQUlaacENTS llla.ll:lNG ISSUES MID ADOEllDA PIOPEll.Y IDEllTlfIED AND AAE THEIR REQUIREMENTS FOR DESIGN tlET? D 0 ~
- 5. HAVE APPUWLE COOISTROCTJON AND OPERATING EXPERIBICE EM COllSlDatED?
D 0 50. .
- 6. HAVE THE DESIGN JNTERFACE REQUIRacEllTS BEEN SATISFIED?
0 0
- 7. MAS AN IJIPROPRJJ.TE DESIGN METHOO USED? p~ 31 &/, /0 IJ 00 D D
- 8. IS THE OOJ'PUT REASOIWIL.f COMPARED TO lllPUTS7
~ D 0 F'~ 11 __. I[!;, ,.J
- 9. ARE TtlE SPECI flED PARTS, . EQUIPMEllT
- AND PROCCSSfS SUlTAllLf FOR THE 1tECl.llRED APPUCA.TlON7 0 0 ba
- 10. ARE THE SPECIFIED tlATERIAU CXlMPATIBLE WITH
£ACH OTilEl Am TllE DESIGN ENVllOHHalTAL COMDITIONS TO WHJCll TKE MATERIAL \IJU. BE EXPOSa>? 0 0 121
- 11. ti.AVE ADEQUATE MAINTENANCE FEATURES AllD REQUIREMENTS BEEM SPECIFIED?
0 0 fZ 1Z. ARE AttfSSlBlLITY ~ OTHER DESIG11 PROlllSlOllS A!>EGU-'TE fOR PERFORMANCE OF NEEDED MA.INTEIWICE AND REPAIR? 0 0
- 12 tSl*/J1f1*~/ ATTACHMENT 1, PAGE 3
FORM NC.DE-AP.ZZ-0010-2 Page 2 of 2 GENEIUC VEllFICATJ:OH CHECKL:tST REFERENCE DOCO'MENT (CONTDroED) NOMBER/REVISION t'~~ ~SI- eJ?'/lj_-tJt:Jl I D YES NO N/A 'WHERE FO'DND COMMENTS PAGE NO. {Y/N)
- 13. HAS ADECU.TE ACCESSilllLJTY IEEll PROVIDED TO PERFORM TH£ 111-SElVlCE lllSPECTIOll EXPECTED TO Bf RECUIRED DURING THE PL.ANT LIFE?
n n F;([
- 14. HAS TllE DESllll PROPERLY CONSIDERED IW>IATJOll EXPOSURE TO THE PUBLIC NID PLANT PERSONNEL? HAVE AURA CDllSIDERATIOllS BEEN ADDRESSED? D D IX1 D D ~
- 15. ARE T1IE ACCEPTANCE CRITERIA lllCXllPORATED IN THE DBIGlt DOClllE.llTS SUFFICIOO TO AU.ClU VERIFICATIOll THAT DESIGN REQUIREHalTS llAVE BEEN SATISFACTORILY ACCOMPLISllEIJ?
D 0 ~
- 16. HAS VERIFICATION OF THE ELECTRIC LOAD COllTROL PROGIAM tDE*TS.ZZ-290SCG)] BEEll PERFORMED?
D 0 ~
- 17. MAS THE EFFECT Dll THE DIESEL GENERATOR LOAD SEQUEMCE ST11>Y 8EE11 AMALYlED7 D 0 ~
- 18. MAYE ADEQUATE PRE-OPEJtATJONAL AJIO StJBSECIUEllT PERJCX>IC TEST lEQUJREMEllTS llfEll APPROPRIATELY SPECIFIED?
D D Ol
- 19. ARE ADEQUATE IWl>LING, STORAGf, CLEAll!llG MID SHIPPING REQUIREMEHTS SPECIFIED?
D 0 ~
- 20. ARE ADEQUATE IDENTIFICATION REQUIREMENTS SPECIFIED?
D D ~
- 21. ARE REQUIREMENTS FOR RECORD PREPARATION REVIE~ ,
APPROVAL, RETEllTlDN, ETC. H>EQUATELT SPECIFIED? D D lKl I AlTACHMENT 1, PAGE 'f I
TITLE ID NO. (_p 5 0 - 0 I '1 I - 0 0 <f SHEET OPS~G REFERENCE OF ORIGINATOR 0 2'f CALCULATION DATE CONTINUATION SHEET PEER REVIEW DATE A -r-rA c.1-1 me.v r plots 0;. f (' c '!5 5 (.V\..t_
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(p:)o- i::J71f - oot.f. 7 FIGUU 5 SAL~M ~SLS rvEL JPC~O WARCIN ~ECOVE~Y - SMALL BREAK
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- P'IGUR!: 19 SALEY MSLB ~UEL VPGRO YARGIN ~ECOVE~Y
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(::; 5a - o-,q I - oti<f'. Alf~~ i.. J.Piqure 22 SAL£~ YSLB FUEL VPGRO YARGIN ~ECOVERY - SMALL 9R£AK DIESEL ~A1~R. O.SFT2 BRK, 102%P01£R-- 350 325 i ... II~ .-.,_ ~ i I I \ 300 275 I I \ J '*v.,.. ~ i,..~
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bS('.)..- O 7ql- Oo4 R6V~ {,. POD nc.1>>>-u.zz.-0010-1 errA.CHM6~T # 3 Page 2 of 4 P~ I q F ,_ CD.n:l'l:CATIOX FOR DUimt VEIUP:Icu:'IOR Reference No. bS0-07'1 l-OOL{ RcV-l ,
SUMMARY
STATBMEN'l' T1tf=- R6-pl?f?SIV(;.e ~ f/l-d-TUnJ EPP II l /J IS.. s:z T::>OC.V/..ll!:tJT.A-T!e>IV FtfJR_ l~C!RE,A.~ ~F HA- XtHU&? C{; ~A-IN NC:tq= 7!-NPIE-.RA-tvR.E. pl?Ol:j S4-t!J "'/.= lb 35"/
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The underaigned hereby certifies (in the right column) that the design verification for the subject cJocument has been comp1eted, the que1Jtion111 from the generic checklist have been revie¥ed and addressed as appropriate, and all comments have been adequately incorporated.
!?' . t&aff Design Ver!f ier Assigned By
. ~
Sigpature of Design Verlf ie'r 8/2rr/u, I Date {signature of Manager/Supervisor) Design Verifier Aaaigned By Sigll&ture of Design Verifier I Date {signature of Manager/Supe:r:visor) Design Verifier Assigned By sig~ture of Design Verlf ier I Date (signature of Manager/Supaxvisor) Design Verifier Aasigned By
- Si~ture of Daelgn Verifier / Dat.e
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Page 2 of 4 CDTUJ:Cl."r.Imt POK DES::C<Dr VEllIP:cc&T::COJr Reference No. (SO- 07'1 l-OO'I ~ev. 2 StJM!.mRY STATBMBN'X' THD CALC'ULA'JUt>\ tLE;\/. 2-. ?fltiV!DE: 'POCVtf'\l2h\Tt41Jl\N fc?(L. f {2.~.SV'(JC. o P. .2.1* 4PJif31 lL Te 1"'-e* o P. 3S1~3°£. j)~lc,..~ w-Pc PPJt. 2$"*0 P'1*( A135"f*2°F Wc+\C~ l.S C.t>N.Je{L\IA-T\ Ve TlfE N 27*4 {' s r 6 'T 3 S-1* ') *r-* Tfl ( 1 ls -:[HJ>efffi\?t?'f..l..'Tl.'--t \/e-t?tB SD 0 t:t. cc EP--rf\1?LC: The undersigned hereby certifiee-(in the right column) that the design verification for the subject doCWQSnt hcls been canp1eted, the quest~cma t:rom the generic checklist have been revie1red and addressed as appropriate, and all comments have been adequately incorporated. Desli:i:i!~*By Si~~gn (signature of Mlm!lger/SUperviaor> Verifier ,7~~-1£ Design verifier Assigned By si~ture of Design v&rrtier I Date {signature of Manager/Supe:J:Visor) Design Verifier Assigned By Si~ture of Design Verlfier / Date {signature ot Manager/Supervisor) Design Verifier Asai~d By *Sigpature of Design Verifier J Date (signature ot Manager/Supervisor)
~f tb9 Puzicti~ Mmnager/Sqiervi*or acta u t:be n ..1gn verifier, ~
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