ML17262A443

From kanterella
Revision as of 15:54, 3 May 2018 by StriderTol (talk | contribs) (Created page by program invented by StriderTol)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search
Rev 0 to Design Analysis Ginna Station Containment Mat Design Water Level Elevation 265 ft,0 Inches.
ML17262A443
Person / Time
Site: Ginna Constellation icon.png
Issue date: 10/04/1990
From:
ROCHESTER GAS & ELECTRIC CORP.
To:
Shared Package
ML17262A442 List:
References
EWR-5327-01, EWR-5327-1, EWR-5327-R, EWR-5327-R00, NUDOCS 9104240286
Download: ML17262A443 (41)


Text

DesignAnalysisGinnaStationContainmentMatDesignWaterLevelElev.265'-0"ROCHESTERGASANDELECTRICCORPORATION89EASTA%9HJEROCHESTER,NEWYORK14649EWRI5327Revision0August27,1990ChangedorNewEquipment/SystemInformationReiresCotoGinna.CheckAlicableBoxSetpoints(Instrument,ReliefValve,TimeDelay,Other)0OperatingParameters(Flow,Pressure,Temperature,Volume,Other)gOperationalRestrictionsNS&Lreviewby:ANuclearEnineerSafetyReviewClassbyNSEL~1~YN(2)(2)(3)Date(1)Ifboxischecked,mark"SR"isSafetyRelated."SS"ifSafetySignificant,or"NSR"ifNon-SafetyRelated.(2)IfSafetyClass'is"SR"or"SS",reviewbyNSQLisrequired.(3)Ifboxischecked,reviewbyNSGLisrequired.PreparedBy:ReviewedBy:ApprovedBy:StructuralEnginerStructuralEngineerManager,Stural~eering8>7PoDateDateDatePageir9i042402869104i5PDRADOCK05000244pPDR l

REVESEONSTMUSSHEETPageLatestRev.Page21LatestRev.PageLatestRev.Calculations:01012131415161718DesignAnalysisEWRI5327PageiiRevision0August27,1990 DesinAnalsis1.0ObectiveToverifytheadequacyof'hecontainmentmatforhydrostaticloadingduetoawaterlevelofelev.265'-0fl12.0DesinInuts2.1DrawingID-421-001,Revision6,02/10/69,ReactorContainmentVesselMatFoundationElev.233'-8"andRingGirder.2.2DrawingID-421-002,Revision2,11/22/66,ReactorContainmentVesselMatFoundationElev.233'-8",ReinforcementandDetails.3.0ReferencedDocuments3.1R.E.GinnaStationUpdatedFinalSafetyAnalysisReport,Revision5,12/89.EWRI3645-GroundwaterLevel.5.06.07.0Seebodyofcalculations.ComuterCodesSTARDYNEFiniteElementAnalysisProgram.~AnalsisSeebodyofcalculations.ResultsThecontainmentmatisstructurallyadequateforagroundwaterlevelofElev.265'-0".Formoredetails,seethecalculation.DWZ/099DesignAnalysisEWRI5327Page1Revision0August27,1990 l1 Ct/33ucgtvr.tI/4glp~6-C~~gC.gf7~C.cd'ycc~~~wctu%~abc~C.f'kc(cydvas(akc.(Ircuctigt~c(a5kcc"ccgruujcp.~vcCu<cJWuokr.Awe(.akzsI.-ett'((ruac(aaoJcayQr(<JCjIJ0jZgg-Q,aarciasfrft~tvI~rctreecv$)larra(~ay/d~WIC.t~C.d(~au+,~ac.~Wr"~iCICd<ajIvc&ml~CovtSeveuc+aa.(<<mn(plYvuZ8IISachurvtti/(aucl4(uuuev'cJr-aucyck.vegPrc(-cuuupQ.II(flytIa@Le-c.u(cccvtgtvuOL)rocgIwsuv/'Mr.rir'c,raI-cac.';.e,;Ij.I(Ick-erg.d.-'~Irccrra(~I-cro.ccrutxr'rerg'crvugr,rva,<ure.~F~~Eu~ceccvroyn~q+t'v~a/v~/gK.~(acaLgI)a.crttuuvuetrCrp-CuraruVacCr<uve.cvcrcued4cable<flu4A'IcI)Itru-cc(cragvt'tkatie.<-Lcvua~jcut'c)uva'vrr'l))I~(.(~~~Q-~~I;~V4/cDESIGNANALYSIS.~37PAGEofREV.DATEaaacsise4zsos

'E or4wr*pPos~oceesero~refsr~cfc,~o7of~sscs/'cfloecLe/)ccl8vlocrcc,.)crlp(J~~rri+pgcs.+/leo-c4cgEo.vcg~Eli"cc-.me~,fac+,~4~s~QcccoEa[.(gEs$ofiPI)Io.c%oo,ic,cEio-,Io.cg~cfIit5$ccsctisAo,wStresserfcEGcsEPfrc.os'Aa.c+06COd[Q4AccIf.7iv$&Ocrw.JrfSC~iso.)o.ooo.ssC%eleC-h~Orb~I$7COCCri+Cs.~'Ofr~>gg/SO<fSPEO,)~oo.i~deEkolc>>qi'sVS"G~J4-r~o+fos>orpIo~20pm,~EAMEAreEEi~viea-~p~~o~cwan~I'~~>i~c<$$aYy.IIDESIGNANALYSISEWRNQ.PAGE~ofREV.DATE<lK/~OAGATE5/884260S DESIGNANALYSISEWRNO.PAGE~ofREV.DATEAGEE5/8842605 1

~~iar~~~~~~Z~~+~~~S~y4<gr.raJ'roc>EN0AcorlAgljtfde7ztacAIA~~nyerva.+.vealcanpiZZgr~gcmfpMZ'fCrne,re.(zu.na'wr/~e~,+z(Og~0"(Rag(y.(Qa,rg)Ci~crc.L4C'9CClrCcral'ermM/PI05~(/4Ze('l</e~~a(emnlm~yggardJgCO~1,'ESIGNANALYSISPAGEofREV.DATER6885/8842608 S>r~s~Wl.~Yl147t~l'277~f"rG:~Msi5f~oo.llcoo,lo(o:'s~qgG0Mp~'igrqoyim~~fA~~~'r(c,a~'(p~cf~hS)oI~v~c,i'I~)/.rLc~~(0P~r~c.mv'awi+JJ)i)k~lJ~8.a<tLwcg4<14~i5X~~oreg+'vc.%+c.~(goop)cff,')<v~+f,(f~S'~)0/(~4rvf~&sarG.cd-cd.sb+~4W5derec-h~.fsv-a,dog,l(grc>ngcuIc,)~m~~Ef~7;)ogPvAr<llpl4,~{c,locifLc>&<4.vv,gt'G<Ici~)v.llb'ISM@.<<vvf)',ElaroQ~~rc)~iv<3(.(ooc-o,46prclio~I~)lo4lXl)Q(-e~c-w+s5,4,7,5,t,I5,DESIGNANALYSISEWRNO.PAGE~of~~REV.DATE SJ X("ot+yy,244if'<2(',(ggpfx4pt3~Q~)I'(4~(I((oSlDESIGNANALYSISEWRNO.PAGE~ofREV.DATERG(lE5/884260S P

DESIGNANALYSISPAGEoofREV.DA.ERGSE5/8842605 DESIGNANALYSISPAGE~ofZMREV.DATE82 IhZ'Ab'QW+I&fQ(V~.0ct4r1tv0fNAb~4nc8IPgIgl(evoIal~~(<<

()~~'>>~w~4~00Q<wJQi8n;..tQ~nQQnxIoc4'-oa(u/~a

~i ba."cz>p~m=r--"..+ieA<&prow~nOiCtgQQeve*-'IQ"0RfJQQT~'aAvpiNc2tOIIpcI2-gC'WIZv,n'l"(~~

CDNTAINMKNTMAT-HYDROSTATICLOADSCONTOURLEVELSMIN8.1317K-82A8.1317E-B2B8.1865E-81C8.3598K-BJ.D8.5338K-QiE8.7Q63E-Q1F8.8796K-81G8.1853H8.1226I8.1488J8.1573AXQsi573ItSTARDYNEVECTORNOJNORMAL.DISPLACEMENTM4~G.A CQNTAINNKNTMAT-HYMOSTATICLOADSCONTOURLEVELSMIN-1328.A-1329.3-1191.C-881.8-662.7E'443.6F-224,5G-5.464H213.6I432.7J651.8AX651.8STARDYNEVECTORNO1SIGMA'+3FACZWax-ca,Mve,it~,ass' s,

CONTAINNKNTNAT-HYMOSTATICLOAVESCONTOURLEVELSMIN-239.4A-239.4B-193s9C-157.'5D-121.9K-84.53F-48.97G-11.61H24.85I61.32J97.78AX97.78TtSTARDYNEVECTORNO1SIGNAY,+3FACEWarcg.wqsigc.245' CONTAINMKNTMAT-HYMOSTATICLOADSCONTOURLEVELSMIN-65i.8A-65i.83-432.7C-2i3.6D5.4&4E224.5F443.6Q662.7H88i.8IiiQi.i32e.AXi328.STARDYNEVECTORNOiSIGNA2,-3FACEA(AT'QALc'461'6L.'Z4S

'/'

CONTAIHMKHTNAT-HYMOSTATICLOADSCONTOORLEVELSNIN-97.78A-97.78B-61.32C-24.85Dii.61E48.97F84.53G121.8H157.5I193.9J239,4AX238.4STARDYHEVECTORHO1SIGNAY-3FACZ+I~c.L-GYElCL.'L4,g r

CONTAINNKNTNAT-HYMOSTATIGLOAVESCONTOURLEVELSHINQ.i595E-821Q.i595Z-Q238.2258K-QiC9.435?K-Qi9.6456E-QiK9.8555K-QiFQ.i965GQ.i2?5HQ.i485IQ.i695JQ.i995AXQ.i985STARSYNEVECTORNO2NORNALDISPLACEMENT'g4~czc.MvaLci.27o' CONTAINNKNTHAT-HYDROSTATICLOAMCONTOURLEVELSMIN-1599.-1599'.B-1333.C-196&.D-892.6K-537.3F-272,Sa-S.Si?H258.?I524.1J789.4AX7&9.4STARDYNEVECTORNO2SIGNAX+3FACEYVarcCrsvp~cc.Zgo'wK5)Z7oi8/z7/so CONTAINMENTMAT-HYDROSTATICLOADSCONTOURLEVELSMIN-279.9A-279.93-234.9C-199.7D-146.5E-192.4'F-58.22G-14.96H39.19I74.26J118.4AX118.4WWWWSTARDYNEVECTORNO2SIGMA'5+3FACEM~iCQ.<eVeiGt..Z,qO'

+(~~

CONTAINMKNTNAT-HYMOSTATICLOAVESCONTOURLEVELSMIN-789.4A-V89.4B-5M,l.C-258.VD6.6i?K2V2.9F53V.3G882.6H3.868.I1333.J1599.MAX1599.-+--+STARDYNEVECTORNO2SIGNAX-3FACZWq(aausyew</Z7($'6 COHTAIHMEHTMAT-HYDROSTATICLOADSCONTOURLEVELSMIN-118.4A-118.4-74.26C-39.19D14.96K58.22F192.4G146.5H199.?I234'.9J279.9AX279.9T'STARDYHEVECTORHO2SIGMAY.-3FACEgA<eamate<<~c..Z7a'-mA-5><~Pmu.Q<I<'tIRQ ATTACHMENTE Sheet¹NIIO't+MATERIALSENGINEERINGEXAMINAT!ONSUMMARYRECORD6/8777.54Examinationfor:ISI:Maint:Other:g.FWR.Site:Gi>~~~~adSystem:CnU~a)~~~aV~S~4ID:Cc~+I~~~~LIHE~Description:TIJ<~ass'v<Q~~5~ResultsExamExamExaminerDateTypeRec.4RegG0Rete0hjmerRemarksu~gigot.S0'8l~0/~mCICu~~gPSunup~~~)L.~~~oc~goMN)Summarized8ReviewedBy:SNTLevel~+8-Date2<SNTLeveli&Date-44 lpV Sheet¹916025MATERIALSENGINEERINSANDINSPECTIONSERVICESULTRASONICTHICKNESSRECORDSummarySheet¹KR)D1Ca1.SheetRemarks:Examiner:Examiner:Examfor:ISIcawrenenfSMere.SiteGinnaStationProcedureNDE600-l2T'400mId+c.s'rnew+Li'rie.rD:ERev2-IdtK"Pro~FLceraf<Co"ro.wFlic.CseaMai-tR/RMod~OtherconJed,~R~~Foa+SNTLevel:SNTLevel:ztOhdW.378OiWO,,DSITION:EXINER'SSIGNATUREEXAMINER'SSINATUREREVIEWEDBY:DATE2.~Wcn9DATE~*3PC CMATERIALSENGINEERINGANDINSPECTIONSERVICES(y!g~TCALIBRATIONRECORDFORULTRASONICTHICKNESSEXAMINATIONS(DIGITAL)SummarySheet¹01+innaStationSysldEincr:GL~I'nnDate:~b~rPITime:l31'3SNTLevel:Examiner:CcrL-I-ernani'NTLevel:InstrumentType:k'-0~E.SeriaINumber:+~'00UTProcedure:NDE600-PDR¹:G95S.U.CableRevCouplant:CalibrationVerification1313('0TimeInitialsVer.BlkS/N:iOCg~I-+*:~aaSearchUnitsLengthTypeManufacturerSerialNo.SizeNonFreqMHzAcrc+rUTMEASUREMENTl.OQq~3Oeo~O,go>O.~O<O.~0~O,e<<OWCt0t99O,O9Vt0O.tooPHYSICALDIMENSIONSO.soOOi700o,>~OtgoOo,zoo0,tooVelocity:234REMARKS:ecin./sec.Exam.Sheet,Nos.ENER'SSIGNATUREENER'TUREf.REVIEWED8SNTLEVELDATE25MrDATE%~7DATE~@~'Ill I't40Il