ML17334A990
| ML17334A990 | |
| Person / Time | |
|---|---|
| Site: | Cook  |
| Issue date: | 07/30/1986 |
| From: | ALEXICH M P INDIANA MICHIGAN POWER CO. (FORMERLY INDIANA & MICHIG |
| To: | DENTON H R Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML17324B004 | List: |
| References | |
| RTR-NUREG-0737, RTR-NUREG-737, TASK-2.D.1, TASK-TM AEP:NRC:0585I, AEP:NRC:585I, NUDOCS 8608060048 | |
| Download: ML17334A990 (1061) | |
Text
{{#Wiki_filter:1.qRERUL~*TO~INFORNATIONDISTRIBUTIONR13TEN(RIDE)Jl'ACCESSION'qBH.SaP80+0048'..DOC.@ATE:SS/07/30NOTARIZED:,NOFACIL:50-3i5DonaldC.CookNuclearPotuerPiantiUnitliIndiana50-316DonaldC.CookNucleavPowerPlantiUnit2iIndianaAUTH.Nhl'1EAUTHORAFFIlIATIONALEXICHRN.P.IndianaZcNichiganElectvicCo.RECIP.NANERECIPIENTAFFILIATIONDENTONiH.R.OfficeofNuclearReactorRegulationRDivectov~-:~~,~rr'~aSeI1DOCKET5050003i55050003i6(post85ii25
SUBJECT:
ForwardsvesponsetoBJYoungblood860402requestfovadd1inforeNUREQ-0737.Tl'llActionItemII.D.ionvelief5safetyvalvetesting.ResponsestoQuestions354dpostponeduntiladdiinfopvo.videdbgNRC.5ECDISTRIBUTIONCODE:A046DCOPIESRECEIVED:LTRENCLSIZE:TITLE:ORSubmittal:THIActionPlanRgmtNUREQ-07378cNUREQ-0660NOTES:EXTERNAL:LPDRNSIC0305RECIPIENTIDCODE/NANEPWRMADTSPWR-AEICSBPWR-APD4LAWIQQINQTON,DPWR-ARSBINTERNAL:ADI'1/LFNBELD/HDS3IE/DEPER/EPBNRR,PAULSONiW,DTSE04COPIESLTTRENCLiigiii3ii1+22+IgRECIPIENTIDCODE/NAl'fEPWR-AEBPWR-AFOBPWR-APD4PDOiPWR-APSBNRCPDR02AEOD/PTBIE/DEPERDIR33NRRBWRADTSNRRPWR-AADTSNRR/DSROESPRITRQN3COPIESLTTRENCLTOTALNUNBEROFCOPIESREQUIRED:LTTR32ENCL99 CJ']ND(4N48,jM(CHIG4NELECTRlCCONPANYP.O.BOX16631COLUMBUS,OHIO43216July30,1986AEP:NRC:0585IDonaldC.CookNuclearPlantUnitNos.1and2DocketNos.50-315and50-316LicenseNos.DPR-58andDPR-74RESPONSETONRC,REQUESTFORADDITIONALINFORMATIONREGARDINGTMIACTIONITEMII.D.1ONRELIEFANDSAFETYVALVETESTINGMr.HaroldR.Denton,DirectorOfficeofNuclearReactorRegulationU.S.NuclearRegulatory.CommissionWashington,D.C.20555
References:
1.EPRIPWRSafetandReliefValveTestProramGuideforAlicationofValveTestProramResultstoPlant-SecificEvaluationsRevision2Interimdeere,July,1982.2.EPRIPWRSafetandReliefValveTestProramSafetandReliefValveTestReort,EPRINP-2628-SR,Dec.,1982.3.M.P.Alexich,Indiana&MichiganElectricCo.,lettertoH.R.Denton,NRC,"DonaldC.CookNuclearPlantUnits1and2,NUREG-0737,ItemII.D.l,PWRReliefandSafetyValveTestProgram,"AEP:NRC:0585D,December15,1983.4.M.P.Alexich,Indiana&MichiganElectricCo.,lettertoH.R.Denton,NRC,"ResponsetoNRC,RequestforAdditionalInformationRegardingTestingofthePressurizerSafetyandReliefValves,DonaldC.CookNuclearPlant,Units1and2,"AEP:NRC:0585H,July15,1985.
DearMr.Denton:
ThisletteranditsattachmentsrespondtoB.J.Youngblood'sletterofApril2,1986,whichrequestedadditionalinformationregardingTMIActionItemII.D.1onreliefandsafetyvalvetesting.Sixquestionsweretobeaddressed,butindiscussionswithyourstaff,itwasagreedthatresponsetoQuestions3and4dwouldbepostponeduntilafteradditionalinformationisprovidedtousbyyourstaff.ThisletteranditsattachmentsrespondtotheremainingquestionsinMr.Youngblood'sletter,asapplicabletotheDonaldC.CookNuclearPlant,Units1and2.e'8608060048860730PDRADOCK05000315PPDRol 0" Mr.HaroldR.Denton-2-AEP:NRC:0585ITheattachmentstothislettercontainthefollowinginformation:Attachment1:Attachment2:Attachment3:Attachment4:Attachment5:ResponsetothequestionsinMr.Youngblood'sletter.TeledyneinputonQuestion4a.TeledyneinputonQuestions4band4c.StressanalysisresultsforQuestion5c.WestinghouseReportV-EC-108relatedtoQuestion6.ThisdocumenthasbeenpreparedfollowingCorporateprocedureswhichincorporateareasonablesetofcontrolstoensureitsaccuracyandcompletenesspriortosignaturebytheundersigned.Verytrulyyours,'LP,lexichIgViceresident'll+(~cmAttachmentscc:(w/oattachments)JohnE.DolanW.G.Smith,Jr.-BridgmanR.C.CallenG.BruchmannG.CharnoffNRCResidentInspector-Bridgman I ATTACHMENTITOAEP:NRC:0585IRESPONSETONRCREGARDINGREQUESTFORADDITIONALINFORMATIONONRELIEFANDSAFETYUALUETESTING Attachment1toAEP:NRC:0585IPage1QuestionI:SafetyValveInletPressureDrop"Thelicenseegavethepressuredropvaluesthroughtheinletpipingas14.4psifortheplantspecificsafetyvalveand15.8psiforapplicableEPRItestvalve.Thesepressuredropvaluesappeartobeextremelylow,whencomparedwiththepressuredropvalueslistedinTableB-3ofReference1forvariousEPRIvalveinletconfigurations.Pleaseverifythepressuredropvaluesgivenpreviously.PresentarecalculationofthetotalpressuredropsthroughtheinletpipingofD.C.CookUnits1and2safetyvalvesandtheapplicableEPRIinletpipingarrangement.Thetotalpressuredropshouldincludeboththefrictionalandaccoustic[sic]wavecomponentsevaluatedundersteamconditions."R~esenseI:Thepreviouscalculationconsideredonlythefrictionalcomponentofinletpipingpressuredrop.ThepressuredropwasrecalculatedusingthemethodgiveninReference1,AppendixB.Thismethodincludesbothfrictionalandacousticwavecomponentsevaluatedduringbothvalveopeningandclosing.Theresultsofthecalculationsareshowninthefollowingtable.TheAPvaluesfortheEPRItestweretakenfromTableB-3ofAppendixBinReference1.INLETPIPINGPRESSUREDROP(psi)CookPlantEPRITestFrictionalComponentAcousticWaveTotalComponentValveOpeningValveClosing12.15.8216.1146.8228.2152.6263181TheaboveresultsarebasedonthetransientAPwhichisthecontrolling5P.Steady-stateAPisthesameasthefrictionalcomponentgivenintheabovetable.ItisobservedbycomparisonoftheCookPlantandEPRItestinletpipingpressuredropthattheCookPlantPislowerthantheEPRIinletpiping5P.SincetheCookPlantpressurizersafetyvalves(PSVs)donotutilizeloopseals,steamdischargeconditionsnotedinAppendixBofReference1areapplicabletotheCookPlant.Therefore,theperformanceoftheCookPlantpressurizersafetyvalvescanbeevaluatedbasedontheperformanceoftheEPRItestedvalve,Crosby6M6. i Attachment1toAEP:NRC:0585IPage2Question2:SafetyValveBaokptessute"EPRITestNo.1411,whichwasselectedasarepresentativetestoftheD.C.Cooksafetyvalve,showedthatthemaximumbackpressuredevelopedattheoutletofthetestvalvewas245psia.ThebackpressurefortheD.C.Cooksafetyvalvewasnotgiveninthesubmittal.PleaseprovidethepredictedvalueofthemaximumbackpressuredevelopedattheoutletoftheD.C.CookUnits1and2safetyvalvesinordertoverifywhethertheplantspecificpressuredropisboundedbytheEPRItest."~Resonse2:SafetyvalvebackpressurewascalculatedbasedontheproceduregiveninReference1,AppendixA.TheapproachassumessimultaneousdischargeofallsafetyvalvesorallPORVs.SinceCookPlantPSVsdonotutilizeloopseals,thecalculationwasdoneonlyforsteamconditions.Maximumpressurizerrelieftankpressure(100psig)wasassumed.Thebackpressureswerecalculatedusingtheactualdischargepipinggeometryandatwo-phasehomogeneousflowmodel.TheUnit2pipinggeometrywasusedsinceitisslightlylongerthanthatinUnit1.Thehomogeneousflowmodelconsidersthetwophasestoflowasasinglephasepossessingmeanfluidproperties.Itprovidesmoreaccuratepressuredropestiyatesfordispersedflowinthehighermassvelocityranges(20002500Kg/Msec).Thefollowingassumptionsareimplicitinthemodel:a)Entropyremainsconstantasfluidflowsalongtheline.b)Steamandwatervelocitiesareequal.c)Steamandwaterareinthermodynamicequilibrium.d)Thereisnodissipationofmechanicalenergyatthesteamandwaterinterface.e)Suitablydefinedsingle-phasefrictionfactorfortwo-phaseflowwasused.Theresultsofthecalculationsareshowninthefollowingtable:FlowperSafetyValve(lb/hr)Fl'owperPORV(lb/hr)TotalFlowrate(lb/hr)PredictedSafetyValveBackpressure(psia)SV-45ASV-45BSV-45C458,000*00179,0001,374,000537,000438.2192'431.9430.0192.6192.6*ThisvalueisspecifiedinTableB-1ofReference1. Attachment1toAEP:NRC:0585IPage3TwoEPRI"steam"tests(903and1411)wereconductedontheCrosby6M6valveasshowninTable3.5.1.b,Reference2.Test903wasconductedathighbackpressure(665psia)andTest1411atlowbackpressure(245psia).Since.theCookvalvesmaximumpredictedbackpressure(438psia)isabovethatofTest1411,thistestisnotapplicablefordemonstratingvalveoperability.Test903,whileconductedatsufficientlyhighbackpressure,isalsonotapplicable,sincethevalveringsettingswerenotrepresentativeoftheringsettingsontheCookvalves.However,anothertest(929),whichwasa"loopseal"test,canbeusedasabasisfordemonstratingsatisfactoryvalveperformanceonsteamathighbackpressure.Test929wasconductedonavalvewithringsettingsrepresentativeoftheCookvalvesandathighbackpressure(710psia).Althoughthevalvechatteredduringthistestasthewaterintheloopsealwasexpelled,thevalve"stabilizedonsteam,"(Note(4),Table3.5.1.cinReference2).Therefore,itisconcludedthattheCrosby6M6valve'perabilityonsteamathighbackpressure(710psia)wasdemonstratedby-Test929.SincetheCookPlantPSUpredictedmaximumbackpressure(438psia)isenvelopedbyEPRITest929,CookPlantPSVvalveoperabilitywasdemonstrated.Question3:(AwaitingfurtherNRCclarification)questionA:SafetyValveandPORVPipingStressAnalysisa."Reference4indicatesthatdetailsofthepipingstressanalysisforPORVdischargecasesarecontainedintheTeledyneReportsTR-5364-1andTR-5364-2.Ourrecordshowsthattheabovereportshavenotbeensubmittedforreviewbythelicensee.PleaseprovidecopiesoftheabovereportssothatthepipinganalysispertinenttoPORVdischargecanbereviewed.b.Inthethermalhydraulicanalysisofthepipingdischargeconditions,thecomputercodesREPIPE/SAP2SAPwereusedtocalculatethefluidforcetimehistoriesfromRELAP5analysisresults.ProvideverificationoftheREPIPE/SAP2SAPcodesbyshowingthatthesecodesproduceaccurateresultsforsimilarproblems.c.Thelicenseepresentedaverificationofthestructuralanalysiscode,TMRSAP,usingassumedforcetimehistoriesintheformoframpfunctionstorepresentthefluidforcesexertedonthepipingmodel(Question16,Reference4).Inordertodemonstratethatthecomputercodeproducesaccurateresultsforthevalvedischargeproblemanalyzed,similarpipingmodelandfluidforcesmustbeused.Therampshapeforcehistoriesusedintheverificationproblemdoesnotrealisticallyrepresentthetypeoffluidforcesinasafetyvalve/PORVdischargeevent.Therefore,presentaverificationoftheTMRSAPcodeusingfluidforcesrepresentativeofthevalvedischargeconditions." Attachment1toAEP:NRC:0585IPage4IncludedasAttachment2tothissubmittalaretheTeledyneReportsrequestedbyQuestion4a.Resonse4band4c:IncludedasAttachment3tothissubmittalistheresponsefromTeledyneEngineeringServicesregardingtheREPIPE/SAP2SAPcodesandtheTMRSAPcodediscussedinQuestions4band4c~ltguestion5:pipingSupportStresses"TheTeledynestressreportindicatesthatanumberofpipesupports(8inUnit1and24inUnit2)exceededtheirdesignloads.Subsequentreanalysisperformedbythelicenseeconcludedthat,withtheexceptionofafewsupportswhichrequiredmodifications,the'estofthesupportswerefoundtobeadequatetoresisttherevisedloads.Sincethelicenseedidnotprovideanydetailconcerningthereanalysis,areviewofthesupportadequacycannotbeperformed.Thereforeprovidethefollowinginformabionrequiredfortheevaluation.a.Identifythegoverningcodeandstandardsusedforsupportdesign.b.ListtheloadcombinationequationsusedincludingalltheoperationconditionsassuggestedintheEPRIGuideforPlantSpecificEvaluations(Reference').Alsospecifytheallowablestresslimitapplicabletoeachcondition.c.Provideacomparisonoftheworstcasesupportstresses(orloads)withtheapplicableallowablestresslimits(orallowableloads)andidentifytheloadcombinationsassociatedwiththeworststresses.ThesedatashouldbepresentedforthequestionablesupportsindicatedintheTeledynestressreport."Thegoverningcodesandstandardsusedforsupportdesignareasfollows:1.AmericanInstituteforSteelConstruction(AISC)Codeforauxiliarysteel2.ManufacturersStandardizationSociety(M.S.S.)-SP-58forcommercialpipehangerattachments3.PowerPipingUSASB.31.1-1967-forpipeintegralattachments Attachment1toAEP:NRC:0585IPage5Theloadcombinationequationsfornormalandupsetconditionsare:Dl-Normal+Normal+OBELoad(WeightLoad)(ThermalRangeLoad)DPORVTransient2(WeightLoad)+PORVTransient+(OBE)+(PORVTrans.)22(ThermalRangeLoad)LoadShockLoadTheloadsummationshallnotprovidesupportcomponentstressgreaterthan100%ofthatpermittedby5a.Theloadcombinationequationsforemergencyconditionsare:El-Normal+Normal+DBELoad(WeightLoad)(ThermalRangeLoad)ESVTransient2(WeightLoad)+SVTransient,(ThermalRangeLoad)+SVTransient(ShockLoad)Theloadsummationshallnotproducesupportcomponentstressgreaterthan133%ofthatpermittedby5a.Additionally,90%ofyieldstressshallnotbeexceeded.Atabulatedsummaryforcomparingtheworst-casesupportstresseswiththeapplicablestresslimitsforthesupportsidentifiedintheTeledyneStressReportisprovidedinAttachment4.ForthreeitemsnotedinAttachment4,stresscomparisonswillbemadeafteras-builtinformationisobtainedfromtheplant.uestion6:ValveAccelerations"ThelicenseestatedinReference3thattheTeledyneanalysisshowedthatthemaximumverticalaccelerationoftheD.C.Cooksafetyvalveresultingfromapipingdischargetransientexceededthedesignallowableof2gbylessthan1g.ThelicenseecontendedthatthesevalvesweresuccessfullytestedintheWestinghouseseismictestto4gintheverticaldirection.Therefore,thepredictedaccelerationfortheD.C.Cookvalves,althoughexceedingthedesignallowable,wouldstillbeacceptable.However,thelicenseedidnotprovideanydetailsofthetestanditsfindings.SinceNUREG-0737,ItemII.D.Irequiresthatthevalveoperabilitymustbedemonstratedforoperatingandtransientconditions,theoperabilityofthevalvesunderthepredictedgloadingsmustbeassured.Therefore,provideadiscussionoftheseismictestperformedbyWestinghousetodemonstratethattheoperabilityofthesafetyvalvewillnotbeimpairedunderthepredictedaccelerationlevel." Attachment1toAEP:NRC:0585IPage6R~esense6:IntheDecember15,1983,submittal,Reference3,itwasstatedthat"wewereinformedbyWestinghouse...thatthevalveshavebeensuccessfullyseismicallytestfor4g-verticaland6g-horizontalaccelerations."ThatstatementwasbasedonaSeptember1,1983,letterfromWestinghouse,whichstated:"Thespecifiedseismicaccelerationsunderwhichthevalvesuccessfullycompletedseismictestingwere4g-verticaland6g-horizontal."InresponsetoQuestion6,Westinghouseinformedusthatuponfurtherinvestigation,theylearnedfromCrosbythatthevalveseismicallytestedwasaforgedvalvedesignandnotthecastversion.SinceWestinghousesuppliedCookPlantwithcastvalves,theseismictestsreferredtoabovemaynotbedirectlyapplicabletotheCookPSVs.However,aseismicanalysiswasperformedforthecastversionofthevalvebasedon4g-verticaland6g-horizontalseismicaccelerations.Theanalysisandresultsare,containedinCrosbyValveandGageCompanyReportNo.EC-310,datedHarch,1977,whichisaproprietaryreport.Westinghousedidprepareandsubmittousasummaryofthereport,V-EC-108,attachedforreference(Attachment5).Theresultsoftheseismicanalysisshowedamaximumstressinthevalvebodyof5058psi(allowable18,700psi)andamaximumstressinthevalvebonnetof5720psi(allowable17,400psi).Theevaluationshowedthatthe"valveremainsstructurallysoundandmaintainsfulloperationalcapabilities"forthe4g-verticaland6g-horizontalseismicconditions.SincethepredictedmaximumverticalaccelerationoftheCookPSVsintheTeledyneanalysiswaslessthan3g,andtheCrosbyseismicanalysisconcludesthatthevalvemaintainsfulloperationalcapabilityunder4g-verticalacceleration,itisconcludedthattheoperabilityoftheCookPSVwillnotbeimpairedbythepredictedaccelerationlevel.ItshouldbenotedthatthepredictedmaximumhorizontalaccelerationoftheCookPSVsintheTeledyneanalysiswaswithinthedesignallowableof3g,andhencewithinthetestedvalueof6g,andisthereforeacceptable. ATTACHMENT2TOAEP:NRC:0585ITELEDYNEINPUT(QUESTION4a) ATTACHMENT3TOAEP:NRC:0585ITELEDYNEINPUT(QUESTIONS4bAND4c) P)))TELEDYNEENGINEERINQSERVICESJ30SECONDAVENUEWA).THAM,MASSACHUSE77S02254-91951617)890-3350TWXt710)324.7508July9,19865364-73AmericanElectricPowerServiceCorp.1RiversidePlazaColumbus,OH,43216-6631Attention:Mr.OsmanYasin
Subject:
REPIPEVerification
DearGentlemen,
TheREPIPEcomputerprogramisaControlDataCorporation(CDC)proprietaryprogram.Itismadeavailabletothepubliconafeebasis.CDCisaTeledyneEngineeringServices(TES)ApprovedVendor.ThismeansthatTESqualityassuranceengineershaveauditedtheCOCqualityassuranceprogramandhavefoundittomeetourstandards.TESusedtheREPIPEversion3.10computerprogramintheexecutionofTechnicalReportsTR-5364-1,2,3and4.ThisprogramwasusedwiththeunderstandingthatCDChadtestedtheprogramundertheirQAprocedures.CDCQArecordshavebeenreviewedinthesafety-relatedlibraryforREPIPEversion3.10asinstalledonKHEinApril,1983.QualityassurancetestingwasperformedpertheCDCSRQAprogramatthattime.Testresultsareonfileaslifetimerecords.Verytrulyyours,TELEDYNEENGINEERINGSERVICESLeninB.SemprucciPrincipalEngineerLBS:mldcc:D.Messinger(TES)R.Berks(TES) P~TELEDYNEENQlNEERINQSERVtCES130SECONDAVENUEWALTHAM.MASSACHUSETTS0225+9/95(61n890.3350TWXiT101324T508June5,19865364-17AmericanElectricPowerServiceCorp.1RiversidePlazaColumbus,OH,43216-6631Attn:Mr.J.L.MilliamsSectionManager
Subject:
D.C.CookNuclearPlantNRC(}uestionsRelatedtoTMIActionItemII.D.1onReliefandSafetyValveTesting,FileNo.DC-D-0353.36MRef:
DearSirs,
AEPSCletterdated5/29/86fromOsmanYasintoL.B.SemprucciEnclosedyouwillfindourresponsetoNRCquestions4band4c.CopiesofTechnicalReportsTR-5364-1andTR-5364-2books1,2and3arealsoenclosedasrequestedinquestion4a.Ifthereareanyquestionspleasecallmeat(617)890-3350.Verytrulyyours,TELEDYNEENGINEERINGSERVICESLeninB.SemprucciPrincipalEngineerLBS:midcc:J.A.DiBello(AEPSC)M.J.Noronha(AEPSC)0.Yasin(AEPSC)R.Mray(TES)R.H.Berks(TES)D.F.Landers(TES) 5364June5,1986Page1>>NQlREERlNGSERVlCESInresponsetoquestion4bwhichs.ates:Inthethermalhydraulicanalysis:=thepiping'ischargeconditions,thecomputercooes."'.==;=izAP2SAPwer-.'usedtocalculatethfluidfore.mmenis::~esfromRE~AP~analysisresul.s.Provideverificatioro=;-";.>EPIPE/SAP2SA-".codesbyshowing+hatthesecodesproduceaccurateresultsforsimilarproblems.TheREPIPEcomputercodeismainzainecn"servicedbyControlDataCorporation.Verificationo,R=PIP='s"aoac',tytodvelopeaforcetimehistoryfromR"AP5mod1isprovidedbyontrolDataCorporation.SAP2SAPisaTESceneratedprogramwhicnreformatsSAPforcetimehistory,iles~.SAP2SAPwasusedontho".".cok,orcetimehistoryfilesaeneratedbyREPIPEforthefollowinc.as."ns.TheREPIPEprogramgeneratesforcetimeh'.s-eriesfromRELAPoutputinSAPfor,at.Foreachstraightpipesegmen.-,-:.whicha;or"etimehistoryoccursR=PIPEassignstheposiitivQr="7.'structura',nodeatoneendofthepipesegmentandthenega:ivefor"e:c-thestructuralnodeattheotherend.Thisrequirestwostructuralnooesassociatedwithtwoforcetimehistorytables:oreverys+raight=ip~segment.TheO.C.Cookstructuralmodelwassobigthatthenumbe'-o=structuralnodeswithforcetimhistoriesexceededthecapacityoftnDroaram.ThereforetheSAP2SAPprogramwasusedtoreducethenumbero,s=ruc:uralnodesbeingloadedbyaddingtheforcetimehistoriesofthenoaesateachendoapipesegmentandreplacethetwoforcetimehistorieswi.hasingletiercetimehistoryappliedtoonestructuralnodeonthepekoes=gment.TheSAPZSAPprogramissimplyan"arith-'Ža=i="orocra,"..=:.".din"theuserwithseveraoptions.Theprogramis':n-=."encntG"'.valvedischargeproblem. )p1986>sTBEDYNEENGINEERlNGSERVlCES",.<<C;ustion4Cstates:!helicenseepresen+edaverifica.ionofthestructuralanalysis"ode,THRSAP,usingassumedforcetimehisto.iesintheformof..ampfunctionstorepresenttheluidforcesexertedonthepipingmodel(guestion16,Reference1).Inordertodemons+-atetha.thecomputercodeproducesaccurateresultsfortheva',vedischargep.oblemanalyzed,similarpipingmodeland-.luidforcesmus=b=used.Therampsnapeforcetimehistories~sedintheverificationproblemdoesnotrealisticallyrepresentthotyoeof-.laidforcesfoundinasafetyvalvePORYdischargeevent.;herefore,presentaverificationofthe.Y~."-.SAPcode'sing-,l.idforcesrepresentativeofthevalved'.schargecondi:ions..;.responsetoauestion4CT=Sprovideshefollowing:verificationproblemusedbyTESrealisticallyrepresentsthefluid-.Jres.oundinasa=etyvalve/PORYdischargeevent.Thisisevidentbya.".-.Darisonof.heT=Sverifica:onfluid',oadswiththoseusedintheR'C"Tes-."rogram(Ref.)shownintne-,ol1owingfigures~=ig'res4-8,4-l0and4-12,fromRef.2,illustratethefluidloads(shownassolidlines)andthstructuralrsponse(shownindashedlines)co.espondingtotest-.-."1411oftheEP?I/CEsaietyvalvetestsperformedinresponsetoNUREG0737.'Aecallyourattentiontothefluidloads(thes:ructuralresponseisnotinauestion).Itcanbeseenthatthesefluidloadsarearampup+oapeakvaluefo:.lowedbya.ampdowntothenoloadpsl1on.iaures3,4,5and6presentthefluid,orcesusedintheTESverification";.i~lcm.It-anbeseenthatTES'sverificationfluidforcesrampuptoape'.".valueandthenrampdowntothenoloadpositionasdothoseinthe"="program.TheTESverificationproblemgeometryisnotidenticaltotii~:PRI/CEtestgeometry(seefigures1and2),thereforeonewouldnotx;=.themagnitudeanddurationoftheforcestobeidentical.Thepointi:.-'hattheforcesaresimilaringeneralconigurationandthereforerenresentativeofthevalvedischargeproblem.n=HRCreviewer'sconcernmaybeduetoamisunderstandingoftheTESf;rcingfunction.ThoTESfluidforcingfunctionaspresentedintheverificationproblemisatotalelbowload.TheforcingfunctionpresentedintheEPRI/CEproblembi4<<,f).Ttnet,.segmentloadisthedifferenceintheelbowloadsateitherendofthepipesegment.InordertocomparetheTESforcingfunctionwiththeEPRI/CEforcingfunct'.on,onmusttakethedifferenceinthetotalelbowloadsboundingeachsegment.Thishasbeendoneinfigures3,4,5and6.NowitcanbeseenthattheTESforcingfunctionisindeedrepresentativeoftheEPRI/CEforcingfunc.ion. 5364June5,1985page3Itoustbefurtherpofntedoutthatthemethodby~hichTNSAP(oranydyneafcprogram)solvesaforcetfmehistoryproblemisindependentof.theformoftheforcingfunctfc'e.Theanalystinputstheforcingfunctionasatableofloadversustime.whetherthefunctionfsaramp,seriesofrepsoranyarbitraryfunct1ondoesn'tmattertotheprogram.Thesameequationsarebeingsolvedwitheachtimestep.Mhatfsimportantisthattheanalystchosethetimestepsproperly.Asadditional1nformatfononJanuary7-11,1985,HRCpersonnelconductedaninspectionatourfaci11tyinMaltha',Massachusetts(HRCInspectionReportandDocketNo.99900513185<1datedJuly11,1985).Thepurposeofth1stnspectfonwastoreviewourQualityAssurancePrograa1ntheareasofcoaputercodeverfffcatfon,computercodeerrorhandlfngprocedures,andpipesupportdes1gncalculations.Regardingcoeputerprogramverif1catfon,thefollowingisanexcerptfromtheReport:"The4evelopnentandverificat1onofthecomputerprogrenTHRSAP,wh1chisusedbyTESinthedesignofsafety-relatedfteiswasreviewedduringthisinspection.TechnicalEngineeringProceduresTEP-1-005,ApplicationComputerProgramDevelopment,wasreviewedandutilizedthroughouttheinspect1onofTNSAP.ThecomputercodeTNSAP,whichwasdevelopedinternallybyTES,isusedforstat1canddynaafcanalysisof1inearpipingsystems.Itemploysafiniteelementsolutiontechniquewitha11brarycons1stingofcurvedandstraightpipeelements,andaboundaryelementforsimulat1onofpiperestraints.i%SAPprovidescapabi1ityforanalysisofsuchstaticloadingasdeadweight,thermal,andpressureelongationloadings.Capaaflitiesfordynamicanalysisincluderesponsespectrum.andtimehistory{bothmodalanddirect)analys1s.SolutionmethoasincludeGaussianeliminationforstaticsolutions,anddeterminantsearchforsubspace1teratfonforthemodaldynamicsolutions.DirectintegrationisperformedwiththeMflson-0-method.TESveriffedTNSAPbyacomparisonoftheoutputof22verificationproblemsolutionsw1theithertheresultsofhandcalculationsortheoutputofothercomputercodes(STAROYNE,EPIPE,ANSYS,andAOLPIPE).Durfngthisinspectionallverificationproblemswererevfewed.Althoughtheverificationofthiscodewasdoneaccordinqtoageneraldesigncontrolprocedure(Section3.0oftheTESQualityAssuranceHanual),itwasfoundtomeettherequirementsofthelatestTESprocedurecontrollingcomputercodeverff1catfon(TKS-1%05),withoneexcept1on.Theexceptfonwasthatthesourcecodelistingandcceputatfonoutputswerenotincludedintheveriffeation
- 364June5,19S6Page4t(T~=-".PIE=NGIR=MINGS:RVICESmanual.Howeverthecomputationoutputincludes=s"urcecodelistingthatwasclearlyidentifiedinthevrifica=ionmanualandwasreadilyavailableattheT";Soffice.Nnv',o'iationsornonconformanceswereidentifiedduringthiso~~oftheinspection."
TestValveLoopSealSegment1Elbow1Ventori---AreaChangeAccumulatorTank1Segment2OrificeSegment4Elbow2Segment3Elbow3 ~I~~~I~~J~~III'I'~~~~~~~',J ATEevL88oam~S.BCCHKO.BY>A'mEESPOVrE.meLC.qvEZ7loJQSHEETNO.'OFCETESTNO~14IISEOI1EN18FORCE~AELRtaeSOEIOOA'lasOASHEO4118EIE1C71LIOCJClUC7ClI\h~II/VrII~IiIrI1I1I8II1II'II111IC7cvIOoc0~1Oar0+8TINE(SEC)0'Os6Figure4-12.CoapariaonPlotofRELAPS/XODl~lculatedSegaaat3ForcerithEzperiaontalData,Teat1411.:(REFZ) 1't'-8-PbiwmDYRFENGINSERVlCES......gyL.IUDATE6hatm.sY>A~g='merE.ToeZC.QuESTIo45SNRTkD.~zeiFtc<vtc4erg'.~:~4~P.r";8Qa~-=i~tKOIVIIv/>X4Qi-SE.6&1<Qt3~QI1~CG~-"~QaFicZ.V A-a.EENQINEERINQSERA~ESsyLQJOAm4'-~"~4CHKD.SYDATEZfSArhlSF7oNR.&g~KJ7/u4J$8KETNO.PftOJ.NO.PE,T<EGMENTLoRDSF6MK.NT/io -/0SES"%%ETNO.OP<hSAVlZ>NkC.QVUTQAJNQFSECSEJECTLoAOSeMCIHE(JLC)S"6~l~Al7~ineCsee) 5364June5,1986Page11ATELEDYNEENQ!NEERlNGSERVCESREFc.RENCESM.P.Alexioh,Ind:.naYichiganElectricCo.,lettertot<.R.Oenton,NRC"Resoonse~.N~"..'-."-."uestforAddiionalInformationRegardingTestingof.hePressu".;zerSafetyandReliefValves,OonaldC.CookNuclearPlan:,Ur;;-.s'"2,"AEP:NRC:0585H,July15,1985.ADDl'"aionofR"'.~5~~'"3:-,orcalcula-.iono,SafetyandReliefValveOischarge""izing-vitro=Jnamic':oads,PR:N?-2479,ProjctV102-28,FinalReoort,Oecemoe~982. ATTACHMENT4TOAEP:NRC:0585IPIPINGSUPPORTSTRESSANALYSIS AEP:NRC:0585IPage1RESPONSETONRCQUESTION5cPORVSVDISCHARGEANALYSISUNITNO.1HangerMarkNumberCatalogItemsActualLoadAllowLoadStructuralSteelMembersActualStressAllowStressAxialShearWeldExpansion+BendinBoltsRemarks1-GRC-R5850.94NANA0.321.43~BeforeModification0.94.980.180.320.45Afte'rModification1-GRC-R589NA0.570.320.740.68*NoModification1-GRC-R5910.720.600.330.40NANoModification1-GRC-R6010.720.220.140.18NANoModification1-GRC-R6080.42NA'A0.22NANoModification1-GRC-R613NA0.270.080.39NANoModification1-GRC-S6140.73NANA0.26NANoModification1-GRC-R616NA1.090.411.67NABeforeModificationNA0.980.410.76NAAfterModificationBasedon"TeledyneEngineeringServices"allo~ableexpansionanchorloads. AEP:NRC:0585IPage2RESPONSETONRCQUESTION5cPORVSVDISCHARGEANALYSISUiVITNO.2HangerMarkNumberCatalogItemsActualLoadAllowLoadStructuralSteelMembersActualStressAllowStressAxialShearWeldExpansion+BendinBoltsRemarks2-GRC-R585NA0.720.710.124.58*BeforeModification0.720.710.080.99AfterModification2-GRC-R586SEENOTEBeforeModification0.56'.390.370.48NAAfterModification2-GRC-R5873.121.070.560.96NABeforeModification0.530'40.400.19NAAfterModification2-GRC-R5910.980.420.310.36NABeforeModification0.350.830.250.36NAAfterModification2-GRC-R6001.070.870.060.72NABeforeModificationNA0.650.100.39NAAfterModificationNote:Hanger2-GRC-R586wasanalyzedbyStructuralDesignbecauseithadtoberelocatedduetoafieldinterference.Therefore,nocalculationswereperformedforthe"BeforeModification"condition. pAEP:NRC:0585IPage3RESPONSETONRCQUESTION5cPORVSVDISCHARGEANALYSISUNITNO.2HangerMarkNumberCatalogItemsActualLoadAllowLoadStructuralSteelMembersActualStressAllowStressAxialShearWeldExpansion+BendinBoltsRemarks2-GRC-R6013.830.950.850.81NABeforeModification0.790.950.850.83NAAfterModification2-GRC-R6245.66NANA1.11NABeforeModification0.62NANA0.57NAAfterModification2-GRC-S6290.580.370.350.35NANoModification2-GRC-S6310.93NANA0.110.91&NoModification2-GRC-S6320.570.90NA0.191.85~BeforeModification0.570.95NA0.100.98,AfterModificationBasedon"TeledyneEngineeringServices"allowableloadsonexpansionanchors. AEP:NRC:0585IPage4RESPONSETONRCQUESTION5cPORVSVDISCHARGEANALYSISUNITNO.2HangerMarkNumberCatalogStructuralSteelMembersItemsActualStressAllowableStressActualLoadAxialShearVeldExpansionAllowableLoad+BendinBoltsRemarks2-GRC-S-5940.330.370.230.45NANoModification2-GRC-S-5960.350.0740.11*0.58NoModification2-GRC-S-5980.54NANA0.05NANoModification2-GRC-S-5990.657NANA0.27NANoModification2-GRC-R-605NA0.156NANANoModification2-GRC-R-607NA0.380.110.13NANoModification2-GRC-R-6090.290.110.0450.13NANoModificationComparisonofactualstressandallowablestresswillbemadeafteras-builtinformationfromtheplantisobtained. AEP:NRC:0585IPage5RESPONSETONRCQUESTION5cPORVSVDISCHARGEANALYSISUNITNO.2HangerHarkNumberCatalogStructuralSteelHembersItemsActualStressAllowableStressActualLoadAxialShearWeldExpansionAllowableLoad+BendinBoltsRemarks2-GRC-R589NA.38.18.56.45NoModification2-GRC-S611.41NANA.11NANoModification2-GRC-R612NA.243.357.32NoModification2-GRC-R614NA.44NANoModification2-GRC-'S626.48.07NA.12NANoModification2'-GRC-S630.64.04NA.07NANoModification2-GRC-R633NA.73.26.24.94NoModificationComparisonofactualstressandallowablestresswillbemadeafteras-builtinformationfromtheplantisobtained. ATTACHMENT5TOAEP'NRC:0585IWESTINGHOUSEREPORTV-EC-108(QUESTION6) WestinghouseElectricCorporationPowerSystemsinesgySystemsSetviceOnnsionRECK~>g;-0JUf'l9l96t'.&VBox355-"n!souryPennsywaniaI52300355AEP-86-592June5,1986Mr.J.D.HoffmanPiping8ValvesSectionAmericanElectricPowerServiceCorporationOneRiversidePlaza-Columbus,Ohio43216AmericanElectricPowerServiceCorporationD.C.CookUnits1and2SummarofPressurizerSafetValveSeismicEvaluation
DearMr.Hoffman:
Enclosedpleasefindacopyofthesubjectseismicevaluationasperyourrequest.Thissummarywaspreviouslytelecopiedtoyoutogiveyouanadvancecopy.Thismailingcompletesyourrequest.PleasecallmeifIcanbeoffurtherservice.Verytrulyyours,CAS/lee1I38FCH.C.Halls,ManagerMid-AmericaAreaProjectsDepartmentcc:M.Marrocco Calculation:V-EC-108Rev.0File:70502/220/5SUMMARYOFSEISMICEVALUATION-PRESSURIZERSAFETYVALVE-6RV58MSBDONALDC.COOKUNITS1AND2-
Reference:
1.westinghouseEquipmentSpecificationNo.676279Rev.2,Spec.Sheet12.CrosbyReportNo.EC-310Rev.0(File:70502/220/5)SummaryPreparedBy:E.M.PetroskySummaryReviewedBy:T.J.attyDate~8Bate/Pal<westinghouseElectricCorporationPowerSystemsDivisionP.O.Box355Pittsburgh,PA15230 V-EC-108Rev.01.0INTRODUCTONANDEUIPNTESCRIPTIONTheobjectoftheevaluationwastodemonstratethestructuralintegrityandoperabilityofthe6RV58MSBunderloadingdueto6ghorizontaland4gverticalseismicaccelerations.Boththevalvebodyandbonnetwereanalyzedaspressurizedthick-walledcylinders.The6RV58MSBisa6inchsafetyvalveperCrosbyDrawingH-51688.Thevalvehasdesignconditionsof2500psiaat650FandisdesignedperANSI-B-16.5.Itslocationnumbersare8010A,B,andC.2.0METHODS0UALIFICATIONThevalvebodyandbonnetofthe6RV58MSBweremodeledasthickwalledpressurizedcylinders.Forcesduetotheseismicaccelerationswereappliedtothecenterofgravityofthevalve.Usingconventionalanalyses,stressesweredeterminedfortheminimumcrosssectionareas.Althoughthe6RV58MSBwasdesignedandbuilttoANSI-B-16.5,thestresscriteriaoftheASMEBoilerandPressureVesselCode,SectionIII,wereusedasthebasisforestablishingallowablestresslevels.Allowablestressesweresetatorbelowyieldtoprecludeanypermanentdeformationstothevalvewhilesimultaneouslysubjectedtoseismicandnormaloperatingloads.Thevalvebodyandbonnetweremodeledasthickwalledpressurizedcylinderssubjectedtopressure,seismicandoperationalloading.Stresseswerecalculatedusingclassicalformulae.Themaximumstressesinbodyandbonnetwerelessthantheallowablestresses.Thevalvesatisfiestherequirementsthattheminimumsectionmodulusandminimumcrosssectionalmetalareaaregreaterthanthoseoftheconnectedpiping.Thisassuresthatstressesinthevalvebodywillbelessthanthoseintheconnectedpipingatthepiping-to-valveinterface.Bythenlimitingstressesinthepipingduetopressureplusdeadweightplusthermalplusseismictolessthanyieldeditisassuredthatthestateofstressinthevalvebodywillbeelasticthereforeprecludinganypermanentdeformationsinthevalvesforthisconservativeloadingcombination.Theserequirementsassurethatthestructuralintegrityandoperabilityofthevalvewillnotbecompromisedbye'xternallyappliedpipingloads.'age2of3
V-EC-108Rev.03.0NAALREUENCYThenaturalfrequencyofthe6RV58MSBwasdeterminedusingasingle-degree-of-freedommodelwithasinglelumpedmassatthecenterofgravityofthevalve.Themodelconservativelyassumes.thattheequivalentbodyandbonnetcylindershavedimensionsequaltotheirminimumcrosssections.Theminimumnaturalfrequencywasfoundtobe216Hz.4.0SUMMARYOFRESULTSA.ValveBody:MaximumStress-'058psiAllowableStress-18,7000psiBonnet:MaximumStress-5720psiAllowableStress-17,400psiB.Thenaturalfrequencyofthevalveassemblyisgreaterthan33Hz.C.Therearenoappurtenancesonthe6RV58MSBrequiringqualificationinordertodemonstratestructuralintegrityandoperability.
5.0CONCLUSION
Thisevaluationshowsthatthe6RV58MSBvalveremainsstructurallysoundandmaintainsfulloperationalcapabilitiesfortheconditionssubjected.Page3of3 ~Ig)lis~sS+JlacreTECH/ICALREPORTTR-5364-2REVISION0BOOK2OF10DONALDC.COOKNUCLEARGENERATINGPLANTANALYSISOFPRESSURIEERSAFETY/RELIEFVALYESDISCHARGEPIPINGSYSTEMPERNUREG0737,ILD.1~i'BGT2JUNE10,1983~ gfI~tt'l0Igl'HI\4 AMERICANELECTRICPOQERSERVICECORPORATION2BROAOMAYNEWYORK,NEWYORK10004Vviciw's~TECHNICALREPORTTR-5364-2REVISION0BOOK2OF10OONALDC.COOKNUCLEARGENERATINGSTATIONANALYSISOFPRESSURIZERSAFETY/RELIEFVALVESOISCHARGEPIPINGSYSTEMPERNUREG0737,II.0.1,UNIT2JUNE10,1983~TELEDYNEENGINEERINGSERVICES130SECONDAVENUEWALTHAM,MASSACHUSETTS02254617490-3350 y~vagyi,~,~maw~~'bwpi'fNif)~ny~r~lt'1lVhp<fL'ilw'k>JW~I~C~u TechnicalReportTR-5364-2Revision0]1IIENGINEERINGSERVCES-TABLEOFCONTENTS
1.0INTRODUCTION
2.0CONCLUSION
S3.0SYSTEMDESCRIPTION/DISCUSSION4.0THERMALFLUIDSANALYSIS4.1Introduction4.2RELAPModelBook1of10PAGE2-13-14-14-14-34.2.14.2.24.2.34.2.4PressurizerConditionsValveModelingDischargePipingquenchTank4-34-114-114.3RELAPModelControlVolumes4.4quarterModel4.5Unit2PORVModel4.6ValveFlowRateCalculation4.6.1SVFlowRate4.6.2PORVFlowRate4.7RELAPPlots4.7.1Unit2-400oSolidLiquidCase4.7.2(}uarterModel-ColdLoopSeal/SteamCase4.8ForceTimeHistoryPlots4.8.1Unit2-400oSolidLiquidCase4.8.2quarterModel-ColdLoopSeal/SteamCase4-124-194-204-234-244-254-284-294-1134-1294-1304-2014.9RELAPInput4.9.1PORVSolid400oLiquid4.9.2PORVSolid400oLiquidRestartBook2of104-2294-230'4>>250 ~>~ TechnicalReportTR-5364-2Revision04.10REPIPEInputTABLEOFCONTENTSontinueEENQlNEERINQSERVICESPAGE'-2604.10.1ModelSectionAPQRVUnit24.10.2ModelSectionBPORVUnit24.10.3quarterModel4.11APPENDIXA5.0STRUCTURALANAlYSIS5.1DeadweightAnalysis5.2ThermalAnalysis5.3SeismicAnalysis5.4Force/TimeHistoryAnalysis5.4.1PORVTransient5.4.2SVTransient6.0ANALYTICALRESULTS6.1StressSu@vary4-2614-271.4-2784-2865-15-25-25-25-35-35-46-16-16.26.36.1.1EquationA-16.1.2.EquationA-26.1.3EquationB-16.1.4EquationB-26.1.5Equation8-36.1.6EquationC-16.1.7EquationC-26.1.8.EquationC-3SupportloadsValveAccelerationsStressesStressesStressesStressesStressesStressesStressesStresses6-66-186-306-426-546-666-786-836-886-1256.3.1OBESeismicValveAccelerations6.3.2PORVTransientShockandSVTransientShockValveAccelerations6.4NozzleLoads6.5ValveLoads6.6MiscellaneousCalculations6.6.1ThermalBoundaryOisplacements6.6.2OBESpectra6.6.3OBESpectra7.0DRAWINGS
8.0REFERENCES
6-1266-1306-1346-140'-1466-1476-1536-1607-18-1 plJJ1I' TechnicalReportTR-5364-2Revision0rETELEOYNEENQINEERlNGSERVCESTABLEOFCLIENTSContinued9.0COMPUTERANALYSIS9.19.29.39.4-9.59.69.79.8RELAP/REPIPEInputDeadweight,ThermalInput/OutputOBESeismicX-YInput/OutputOBESeismicY-ZInput/OutputDBESeismicX-YInput/OutputDBESeismicY-ZInput/OutputPORVTransientShockInputSVquarterModelTransientShockInputBook3of10Book4of10Book5of10Book6of10.Book7of10Book8of10Book9of10Book10of10
TechnicalReportTR-5364-2Revision04-229]ETELEDYNEENGINEERINGSERVICES9.9R~ELAPTheRELAP5MOD1inputlistingsareincludedforeachofthetransientconditions./InutListinTransientCase4.9.14.9.24.9.3PORVSolid400oLiquid0-400msecPORVSolid400oLiquidRestart400-600msecSVColdLoopSeal(quarterModel)ThePORVmodelhas:411volumes412junctions7teebranchesTheSRYmodelhas:190volumes191junctionsHeatstructureswerenotincludedintheRELAPmodelbecauseoftheprogramcapacity.Includingheatstructureswouldhavefurtherreducedthenumberofavailablecontrolvolumes.Thisisaconservativeassumption,ITI(Reference18)showedhigherloadswerecomputedwithoutheatstructures. TechnicalReportTR-5364-2Revision04-230]iTELEDYNEENQINEERINQSERVICES4.9.1PORVSolid400oLiuid naC0OQ\Fh70k'I5Q:,!<wGC.)'.r:vir":ri~$1leNCAC.olN.d 123456789IO11121314151B171819202122232425262728293031323334353637383940414243444546474849505152~53545556SAEPUNIT21LINERELAP5IItIttIIAEPD.C.COOKUNIT2OISCHRAGEPIPINGTHISISTHENUMBERINGSYSTEMFORUNITWHERECOMPONENTSNUMBEREDINTHE:100'5AREVALVESV-45CANDARCt200'SAREVALVESV-458ANDARC300'5AREVALVESV-45AARNARC400'5AREPORVNRV-151ANDARCI500'5AREPORVNRV-153ANDARCt600'5AREPORVNRV-152ANDARCI700'SARE6"DISCHARGEPIPINGI800'5ARE12"OISCH.I900'SOUENCHTANKPORTION999ATMOSPHERE100NEWTRANSNT101RUN102BRITISHBRITISH104NOACTIONIIIItIItIII~'IIIIIIIIIIII'I\IIItItItIIIITIMESTEPCONTROLiIIItttIItiItIItIIIItt'SII'tit'ttIIIIIIt2010.4001.0-72.0-4'i100'I550ItIIIIItt~IItI~I~II~IIIIIIIIItIIIIItIIMINOREDITSttIItIttIItItIIttIIitItItItIItItItIttI301MFLOWJ415000000302MFLOWJ490000000303MFLOWJ493000000304MILOWJ388000000305Ml'LOWJ811140000306MFLOWJ811790000307MFLOWJ307000000308MFLOWJ207000000I~SSI'I'IIIII~~~SIISISIS~~S~IS$'~IIIII'III~~SI~~~~IIIIIIItIItItIItIttItIIItISI'IttI'III'IIttIItIItI'IIIIIItUNIT2PORVMODEL,SOLIDCASEStttIItI\II\ItIItiIIIIIIIII~ItIIttIIIIIIiItIIItIIIIIItItIttIItItIIItIttttIIItIIIttttIttttt.tItIIItIIIII2S'ELAPMODEL1LEVEL669'-2"2LEVEL670'-10"3LEVEL672'-6"~IAII~IBII~ICIIBY~~DATEctlKD.BYQ~plOATE~~250RELAP5/MOD1/014REACTORLOSSOFCOOLANTANALYSISPROGRAMLISTINGOFINPUTDATAFORCASEPAGE1M-l-IlDMYDI0VlMl/IGJ~-I-Ch-I0AOQIC)lDnO1 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57585960616263646566676869707172737475767778798081828384858687888990919293949596979899100101102103104105106107108109110p111112113114309Ml'LOWJ107000000310QUALS311QUALS312QUALS313QUALS314QUALS315QUALS31GQUALS317QUALS318QUALS319QUALS320QUALS321QUALS322QUALS323QUALS324QUALSt325P326P327P328P329P330P331P332P333P334P335P336P337P338P339Ptttttttttttttttt~~1$1~tt~tttt20012002200320042005200620072008tt40001000050001000060001000041021000048527000049211000038901000081114000081179000010601000010639000020601000020633000030G0100003062500004000I0000500010000GOOOI0000410210000485270000492110000389010000811140000811790000106010000106390000206010000206330000306010000306250000tttttttttttttttttttttttttttttttttttt~tFORCECARDSfORREPIPEtt~ttt~t~~t~t~ttttttttttt~ttt~tt~tttttARC2~ELEVATION670'0",SV-4565.15120G010000.20G020000.206030000.20G040000,20G050000206060000,206070000'06080000,206090000'06100000206110000,206120000,206130000~206140000,206150000206160000,206170000,206180000,206190000,206200000206210000'06220000.206230000,206240000,206250000206260000,206270000,206280000,206290000,206300000206310000'06320000,206330000RELAP5/MOD1/014REACTORLOSSOFCOOLANTANALYSISPROGRAMPAGE2X7WWA)nVlDVlCAMownICDKllDnO1rtm-lmzmmQMmGm0) 83~Qt'>>'4~0r:.I<("lW RCLAr5/MOOI/014REACTORLOSSOfCOOLANTANALYSISPROGRAMPAGE115116117118119120121122123124125126127'128129130131132l33134135136137138139140141142143144145146147148149150151152153154155156157158159160161162163164165166167168169170171172tI2010ttttt202020212022202320242025202G2027202820292030203120322033203420352036t204020412042204320442045t20502051tttttttttttttFIRSTC.V.OOWNSTREAMOFTHEARC80501000012INCHOISCIIARGEDOWNTOTHEQUENCHTANK8II190000.8I1200000,8I1210000~8I1220000,8I1230000811240000.811250000.811260000.811270000~811280000*811290000,811300000,811310000.811320000,8113300008I1340000.8I1350000,8113GOOOO.811370000~8I13800008I1390000,8I1400000.8I1410000.8I1420000.8I14300008I1440000.8I1450000,8I1460000,8I1470000.8I14800008I1490000.8I1500000~8I1510000.8I1520000,8I153000081154oooo.s>>55oooo.81156oooo.81157oooo.8115soooo811590000,811600000,811610000.811620000,8116300008I1640000,8I1650000,8I1660000.8I1670000,8I1680000811690000,811700000,811710000,811720000,811730000811740000.811750000,811760000,8>>770000,811780000811790000.811800000,811810000,811820000,8118300008>>840000.811850000,811860000.8>>870000~811880000811890000.811900000,811910000.811920000.8119300008I1940000.8I1950000,8I1960000,811970000,8I1980000811990000,811180000813010000.813020000,813030000,813040000,813050000813060000.813070000,813080000,813090000,813100000813I10000,813120000.813130000.813140000.813150000813160000,813170000,813180000~813190000.813200000813210000.813220000,813230000.813240000,8I3250000813260000,813270000~813280000.813290000,813300000PIPEOOWNINTOTHEQUENCHTANK901010000~901020000,903010000~903020000903030000PIPINGUPSTREAMOFPORVNRV-153fDMED0~'JlX4J'DCh~0WOID)C)Kl.lDOIm@I~8Q(0mQ0) 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TechnicalReport4-294..o)>TELEDYNEENQINEERINQSERVICESBY-'ATE/S/-$2.CHAD.BYT~~DATEIA=-".-CC"nJM/7fSHEETND.WDT8:9/4E=<//5AvLve~noa~cCP'-)/c.vAJ'J-'A//CAJ.=/'~4'rPL'J==-A/3c"I-:Z/!L.e~/ywHe~'~Y4g=3~//L~df.-"Ac=-Aw'zr>v8zvzss'<~~F'~~178'"=J./C><<~=<'>.<wPeer~7/-i'=.h/5An)/'/.)"/~){'fJOT=~lr.-=k'DJi7jiI~d~C'D/Al-Pg.7/EAJO~IT/fI)J~l~fUC.=,i/SfU~M/-='/".A7PPE(Di~g)(~<<=~T,"-.'>;I~=-gOJ/'Afrf~i,y:~!l.-f'-3'AL=)mC.".'n/~Vt.v=jg)3I'afJs~9c/uht/,).r-i/~:.'-'/Ii>~<YS~~T/$EJ TechnicalReport4-295Revision0l>TELEDYNEENQINEERINQ$ERVjcE$SY~-DATE~~&/OHKO.BYATE'c.C~jiVl7'jSV/-/A/E'C/'F'AL.-.iudZIS-,/'/"LJ77CVgrtSHEETNO.OKPROJ.NQ.~~Yrf~-~QG/~~"J'O'SXf'!'.'I3.g/n .echnica1Report0-296-A-TELEDYNEENQINEERINI-SERVICESBYC)ATE~~CHKD.BYI"iDATE'Cjj(JPJ/m.V.-'/hJE-aOPSEAL.7'(p.ZI~~7ÃlZU(7ChJSHEETND.DF(YiPROJ.gQ.7:=.+1P=-~'A(a~'.s-i~.~Vs~oe'-g>z~iioe~=-~-uzP.b4gP.aha.flECr'~/8>'(.",+~"vk/E8-'~=<<45"(Q~M.Cgraf.8'0(~"vs.MIAN(')!8)->'>'-:TI7~JT'A'cu=".DFAPJD'-"okfPEE'--'Jl~~~~=s0=F'EljgFP>)'PPBFQJ0f)=('('~.~<SSEsssissFSnis(Ni'}s=<AV~gWJgF~f(:vs~.AisFS.V's7-~=-O.'8gr-.-gRn~-/-.8.o~(i)sssa~i(~(O TechnicalReportRevision0]g~LEDYQE~+NEER)gQSERQCESi1MBYA-BSTE~82CMKD.BY'DATE~-('-~'ciA'NIT/'AVE'OD/'i!L7N'.-1~VJDN;oSHEETNO.~BT47snPROJ,NSt~l(7P'Y-O~~.'t'r'."C~.,ai=..ug.'-VYHE)JZl~,ZJ27'-.'"Pter>U~JY!PJ(V~~.g='4"/~Hr.pPVYE=<f~BC.~gg~/~cAFQ=V nmX0I*~ID0IDXlEDInCJIWGJVQlownIC)lDoOrtI',qljI4~rIII~lr4.~IDVlZ0mmiz00iI)))'Q0fll(D TechnicalReportTR-5364-2Revision04-299ATELEDYNEENGINEERINQSERVICESBY+OATKCHKO.EYATEAwPu.~'-cOOg'WI7-/<.v,'.MJELCC~~~LIEhlÃ~/$7FIBJT~c4EHEETNO.'F~f!PROJ.NO.~~FP8Cu'~cEzD6-~itYEl4<t"~v4jEJ8CI~P.cu'.~+)g/"0z..//j->AVQ-gyf~~~)4gVRVVR TechnicalReport:TR-i364-2Revision00-6UU-r~-TELEDYNEENGINEERINQSERYICESI/4G'yDATEr<CHKO,BYirOATE'AE=iEJ.~.iG'C'KOUI.V.'QELAP-E'ALTPII."'l=jg(8U7'IGIJrSHEETNp.~OF~2"'".~*CPEIY'lAJ6~FIE'l.'IAT(OAJ-'-F'FEC7LA/-'0'FAlBYj</Yv"'trJ(r/C/t/'-VV'87I~JE'/ALOE<r'4HE!'Jr&'-7AF'r-=<<O=.EFr./'"=Jt/iF'V/"r.ALr'/>IFIHD/V=AACrE/Eh/VEA'ATLJA'L(i4-'~Of~AL-P=(rO'/rP"-jFC'tv'=Tplug~VI~a)gt<v"vr/D'.-~Zz"-IT)C/v'~~'--.c~,-~rgvAI/.P-lcj47A/'JCIr/gFM/',gC"2(//=..C=(r'/Klg+/~~FMI'hr42FW4riviFv/+~pWL,(=Z~./)~,"~PL.'>><./ijLS"rvrr./rc.~/IIbg)/rgp"o-dv'<-('/j'v.I/~-~y~j'(~,-/5/i.'rC'OP-"PI~>~@6-r~l'.(.CL~.'y.rf=nrrIg'"'L9/I-=.i+(CAv.L0'/rv'O~."SEE-L/A'ZIc8C)AI.YÃ/n/>~o~~'g-"/~,/~Z,IZ-:i.'Lr-,:,rJ'mAgt'"a~p/-C'.r>O."CC.'o',"-s(s(.-acL"v~C/I)ir,GAIA/$//itI/s1I/rV'-s/'-IAC~='.C-./X'='PII=>IVIT/="-c'3cXJCW-gh'FICE../i/rr'EIFIIZCF)/j.:8'Z//k/ASKSace,'l.=hJ/5.i~Am~.I7IFGAJ)r==srJ-".-r"ri>w.rJ.':Tur.o=oigÃxios-bv~rN9p-,s=.,E(r'-owoos)(os)cituxios))=pv'-=p~JAQ-"j=g'PQ TechnicalReportTR-5364-2Revision0<-301-]s-TELEDYNEENGINEERINGSERVICESTCA//OATSCHKO,BY~OATSE2~I7~~/~<~yrZ,~gNWr<Jau/F7~~O~Q.WKA/877cPrtlgrtJ//72SHEETNO.OPIIPROJ.NOgsrecweZqud7-./~~~J.~-o.s<We--W.ape'~~-.~ye~ii(<)r~.E/>l6ŽH/~~7r~~HE,/>>r/IPg/1fA--A~yPPF~+S~/JC'FCt/T,~Ev~w5;5n+n~ TechnicalReportR'.Q]lTELEDYNEENGINEERINGSERVICES8yOATS~++'AcHKQ.8Y~DATE~V~EIT~gr(//gPF'FZIIFCdevr~PS/gCyIE.'HEETHO.~OF27/EAS/&rZS:/H'IgIP$EE'/74y,HFTrEJrc'~)~~</0~C'oow9/.re~~/t~~Tg+ZE~P/~~/~~15'ygmy/Mrg//t/P/ifhrs/wII~7FEFIAlHA~QA.'FSi'AI~VgfFEF/I-~FI+~r...rg/~C/A//'Ff/(PE)FAEFI}I~THHVggFeg~+<~i@~~J}F!E'E,~<u.=,c~~/rIIFWaF'l~,v(1)r/'r/~s.~:~ffRIr,JjI'FlI4IS/~/>6\VPR.'g/cPM'V~F(g,IgX[~~'~~%Fr/c~IIr+F)~IrII/'/<s~\g,A'./Wf>/7 TechnicalReportTR-5364-2Revision04-303-ri-TELEDYNEENQINEERINQSERVICESBY'ATECHKDST~DATE~XV'EE')~purSe~J/CZgC~W<F-NWWf5/5SHEETND.DFzPROJ.NQ.+<<bW7FWE
Technica.1Report4-304-r>-TEtEDYNEENGINEERINQSERVICES~,!vs<s-zs-.sCHKD.BY~tOATE~M<J~V'>j/~/~O&s<j/~Wp<d4Wf7d&8SHEETNO.<!PPRO<.N<!/(-//450~~~/C~7~:P's.-~//-/s)T=/7.'s'//E<"C-~/r<r/s.J'<Cs.'/s.r./'/</sr"sZJ~r.//~('.~~P/</>n)dAJs<<t/rr<rJ/>>/'r/SV5/>>IY<>4.Ogo.'.zs'TC/r/</<'~c2+>><<;PCE~r~r</>pr~<F(/++J</>E/,A7>>F'M<'J(Jpfr,Qg'/<gnp//pJt'/<>r-tZu+//'.~'.~~o/,/~>>s.r//rr>y/-//e~r~(~rC>>>>'rIr/J(/'la") chnicalReport~-3AR-A-TELEDYNEENGINEERINGSERVICESI/BY-ŽBATECHKO.BY~OATS~OFd'ncs+c./isQJR/rp'Acqz~Aw]en~i~./~r/r/w/Co//.a./5SHEETHO.1OF~PROJ.NO.g/YF/~r/A'S:MC/F/Cr~/7/rF~0E~l""C//-IC./-/uu/~/r4E'Pbl7'vrCrS/KE TechnicalReportTR-5364-2Revision005-1->s-TELEDYNEENGINEERINGSERVICES5.0STRUCTURALANALYSISDeadweight,thermal,seismicandforce/timehistoryanalyseswereperformedforthepressurizersafetyandreliefvalvedischargepipingusingtheTMRSAPcomputerprogram;amodifiedversionofSAPIV.ThecomputermodelusedwasbasedonTESisometricdrawingE-5761,Revision2includedinSection7.0.Ingeneral,thestructuralanalysiswasdoneinaccordancewithAEPletterdatedNovember29,1982fromMr.SamUlanofAEPtoMr.L.B.SemprucciofTES(Reference2)andAEPletterdatedMarch15,1983fromMr.SamUlanofAEPtoMr.PatHarrisonofTES(Reference3).Section6.0containsalloftheresultsfortheanalysesperformed.OnlythepipingshownondrawingE-5761wasincludedintheanalysis.BranchlinesnotinthescopeofworkweredecoupledinaccordancewiththeprocedureoutlinedinTESletter5364-21datedFebruary2,1983(Reference8);thatisifthemomentofinertiaofthemainrunofpipeisgreaterthanorequalto40timesthemomentofinertiaofthebranch,thebranchlinewasdecoupled.Valvedrawing88405-1listedtheweightofvalvesNM0-151,152and153asbeing352poundsandthisvaluewasusedbyTESinthedeadweightandseismicanalyses.However,perReference7,TESwasinformedbyAEPthatthevalveweightwasactually400pounds.TESreranthedeadweightandseismicanalysesanddeterminedthatthenetresultofthevalveweightchangewasnegligible.Sincepipestressesandsupportloadshadalreadybeenextractedandcalculatedbasedonthe352poundvalveweight,itwasdecidednottorevisethedeadweightandseismicanalyses.Thevalveweightwaschangedto400poundspriortoexecutingthePORVtransientshockanalysis. TechnicalReportTR-5364-2Revision0.-ATELEDYNEENQINEERINQSERVICES5.1-DeadweihtAnalsisTheeffectsofpipeweight,waterweightandinsulationweightwereconsideredinthedeadweightanalysis.Inaddition,concentratedweightswerelocatedwhereverbranchlinesweredecoupled,atflanges,andatvalvecg's.TheweightsusedfordecoupledbranchlineswerecalculatedinaccordancewiththeproceduredefinedinTESletter5364-25,datedFebruary14,1983(Reference9).PerReference3,onlythenormaloperatingdeadweightcasewasanalyzed.Asu+naryoftheweightsandforcesappliedinthedeadweightanalysisareshowninTable5-1.2.22~212Threethermalcaseswereanalyzed;normaloperation,PORVoperation,andSVoperation.TemperaturedistributionsforthePORVandSVcaseswereobtainedfromtheRELAP5output.Throughoutthisreport,.thermalcase1referstonormaloperation,thermalcase2referstoPORVoperation,andthermalcase3referstoSVoperation.Resultsofthermalcase3aregivenonlyforthenodes,supports,andvalveswhicharepartofthequartermodel,describedinSection2.Boundarydisplacementswerecalculatedforthequenchtanknozzle,pressurizernozzlesand.support1-GRC-R-616,whiichconnectstothepressurizer,forallthermalconditionsanalyzed.ThesecalculationsareshowninSection6.6.5.3SeismicAnalsisSeismicanalysiswasperformedforboththeoperatingbasisearthquake(OBE)anddesignbasisearthquake(DBE).Foreachoftheseconditions,twoanalysesweremade;oneconsideringresponsespectraappliedintheXandY'irectionsandoneconsideringresponsespectraappliedintheYandZdirections.AllseismicvaluesreportedinSection6arebased(pernode)ontheanalysisdirectionyieldingthelargerresults. Technica1ReportTR-5364-2Revision05-3riTELEDYNEENQINEERlNQSERVlCESFortheOBEanalysis,thehorizontalspectrawasobtainedbyenvelopingContainmentCraneWallFigures'forelevations651'-3",663'-4",675'-4"and687'-6".Thefiguresusedwerebasedon.5Xequipmentdampingand2Xstructuraldamping.Priortoenvelopingthefigures,thepeaksofeachcurvewerebroadened+/-15K,inaccordancewithNRCRegulatoryGuide1.122.FortheverticaldirectionContainmentBaseSlab,elevation597'6"wasusedwith.5Xequipmentdampingand2%structuraldamping.Thepeaksofthiscurvewerealsobroadened+/-15Kandtwo-thirdsof.thevalueobtainedfromthefigurewasusedinthespectra.FortheOBEanalysis,thespectraforthehorizontalandverticaldirectionswereobtainedinthesamemannerasfortheOBEanalysis;exceptthat5Xstructuraldampingwasusedratherthan2X.TheproceduresdescribedaboveareinaccordancewiththeNovember29,1982letterfromAEP(Reference2)andTESletter5364-33,datedApril8,1983(Reference10)..ThefiguresusedandspectraobtainedaredetailedinSection6.6.5.4Force/TimeHistorAnalsis5.4.1PORVTransientTwopotentialPORVtransientsexist,condensateandsolidwater.Basedonapreliminaryanalysis,ofUnit1,itwasdeterminedthatthesolidwatercasewasthedominatingconditionthroughoutthepipingsystem,therefore,onlythesolidwatercasewasanalyzedforUnit2.Thesolidwateranalysiswasperformedatonemillisecondintervalsforalengthofonesecond.Allloadspeakedprevioustoonesecond,indicatingthattheanalysiswasperformedforasufficientlengthoftime. TechnicalReportTR-5364-2Revision05-4ri-TELEDYNEENQINEERINQSERVICES5.4.2SVTransientAquartermodelanalysiswasperformedfortheSVtransientshockcondition.Thisanalysis,whichconsideredtheopeningofvalveSV-45Conly,resultedincatastrophicfailureofthepipingsystem.Foreconomicreasons,itwasdecidedthatnofurtherevaluationoftheSVtransientshockconditionwouldbeconsidereduntilthesystemwasmodified. TECHXICALREPORTTR-5364-2REV>>XO>>0TELEDYNEENGINEERINGSERVICESftffttffftffftfffffffttttttftttfftftfffiftfitttf!tiff!PROJECTI53648JIIE1983D>>CCOOKUXIT2DEADIIEIGHTDATATABLE5-1tttfitftttttttttffttffff!tiff!!it!tiff!if!if!i!fit!fit>>vCHKDSHEETXO>>DATE8:89>>A>>Es/>>"/J>F0MAINRISERNODESI4THRUII219THRUIFLANGEIIIII176II30II.WEIGHTIDIST,WEIGHTLBS/INI"ICONTENTSIIF'IPE/IHSULATIOH/WATERIIPIPESIZEIQ>>IMIII34748I12'CH>>4012'CH>>406'CH>>40SIQ>>'4.458II1.582-IDISTRIBUTEDOVER2>>042'DDEDTOPIF'EWEIGHT>>IIIIIGSOFSIH-THEAPPLIEDFORCESIIINODEIFORCELas.III50I3281IINOTAF'PLIEDFORCESREPRESENTTHESETTIHCONSTANTFORCESUF'PORTSATTHENODE'DICATED,AlLFORCESAREAPPLIEDIH9YGLOBALDIRECTION.CONCENTRATEDINODE100010011005WEIGHTSIIWEIGHTIII.)012ILBS>>IIIISRVLOOPC(REFERSTOSRVLOOPCONTAIHIHGVALVESV-45CrTHISHOTATIOHIS'YF'ICALOFLOOPSBANDA'ALSO>>)NODESI72THRU97IIII94THRU103IIII-107THRU116IIII118THRU124I-I6'CH>>40SII6'CH>>40SII6'CH>>160IISCH.160II1.5822.6325'754>>904PIF'ESIZEIDIST.WEIGHTILBS/INII'ONTENTSIIPIPE/IHSULATION/WATERIIIIPIMIIIIPI'II"---I~p'IQzQ>>>>IIIPIWIIIAF'PLIEDFORCESIINODEIFORCELBS>>IIICONCENTRATEDWE'IGHTSIIINODEIWEIGHTIBS,IIII1054III102105811006
TECHHICALREPORTTR-53645-6REVeHOeTELEDYNEENGINEERINGSERVICEStftttttttttftttittttftttttfffffffttttftttffttftttttttfPROJECTs53648JINE1983DeCeCOOKNIIT2DEADIIEIGHTDATA.TABLE5-1Co"t.tftttitttfffifffftftttffttitiffiffftttitttfiftttttttffBYCHKDMSHEETHOIDATE4:885IIATEklZ~ZZF0SRVLOOPNODES126THRU143144THRU152156THRU166168THRU174PIPESIZE6'CH.40S6'CHe40S6'CH.1606'CH.160EGOISTeWEIGHTLBS/IN1582e6325754'04ICONTENTSIF'IPE/INSULATION/WATERIQ~EWFQwQPQlAF'F'LIEDFORCESIINODEI147IFORCELBSe1072INODEI153IWEIGHTI81CONCENTRATEEIWEIGHTSIILBSe15401551007685"-,RVLOOPNODES176THRU187188THRU196"00THRU10212THRU218PIPESIZFSCHe40S6'CH.40S6'CH.I606'CHe160DIST.WEIGHTLRS/IN1e5822.632c'7c4.904ICONTENTSIF'IF'E/INSULATION/WATERIIWgPFe)IIC0APF'LIEDFORCESIINODEII189IFORCELE<STNODEIWEIGHT197CONCENTRATEDWEIGHTSIILBSe1980199685164100814 TECHHICALREPORTTR-5364-25-7cHc>>h~~>>>>zc>/Wdd3SHEETIN>>OFTELEDYHEEHGIHEERlHGSERVICESIa('tttttttttttttttttttttttttttttttttttttttttttttttttttttST>9lEABATE6Z9~4PROJECT>>53618JN(E1983(I>>C>>COOKUNIT2QEAINEIOHTGRATATABLE5-1Cont.ttttttttttttttttttttttttttttttttttttttttttttttttttttttPORVLOOP151(REFERS-TOPORVLOOPCONTAININGVALVESNHO-151ANDNRV-151'HISNOTATIONISTYPICALOFLOOPS152AND153ALSO>>)INODESIIIII230I286THRU292(I-II296THRU308IIII310THRU316IIII318THRU330II.II332THRU342IIIII.IPIWI>>6323'CH>>40SI-IIIIPIWI1>>1901>>9483'CH>>40SIIgwIQF'3'CH>>160IIIi>>753IFI3'CH.160IIIIIF'WISCH>>120I2>>200IIIIPIWI6'CH>>160II4~825PIPESIZEIDIST,WEIGHT"ICONTENTSIILRS/INIF'IPE/INSULATION/WATERIIIIIII290304316APPLIEDFor'CESINODEIIFORCELRS.(III798IIII858IIII634IIICONCENTRATEDIINODEI29530110031002WEIGHTSIWEIGHTII480IILRS>>IIII14I400III14 TECINICALREPORTTR-536h5-8REVoHO+TELEDYHEEHGIHEERIHGSERVICEStttttttttttttttlttttttttltlttttlltfttttftttttftttttltlPROJECT)536h8JNIE1983DoCoCOOKUIIIT2DEAINIEIOHTDATATABLE5-1Cont.itifitfittttilllltitllllitttttttttltilitiitilltltiffitSHEETIIOoF0BYDATEcHKD~DATE6/Zd+PORVLOOP15"NODES240THRU402404THRU.346350THRU320II-IPIPESIZEO'CHWA40S3'CHWA40S3'CHWA160IIF'WIII1o948IF'WIDIST.WEIGHTICONTENTSLBS/INIPIF'E/INSULATION/MATER'APPLIEDFORCESIINODEFORCELBSoCONCENTRATEDWEIGHTSIIINODEIWEIGHTLBSII400732349480400I"ORVLOOP153NODES232THRU240242THRU259I257THRU26"I266THRU27678THRU284PIPESIZE4'CHWA40S3'CHWA40S3'CHWA40S3'CHWA1603'CHWA1601i9481i772IQ~IQpIQiwDIST,WEIGHTICONTENT'SLBS/INIF'IF'E/INSULATION/MATERI~899-IPIWI.632QpIWI1~1'90IPI'APF'LIEDFORCESIIFORCELBSoCONCENTRATEDWEIGHTSIIINODEIWEIGHTLBS,II2612747202652711004.I480II400I TechnicalReportTR-5364-2Revision06-1.r<TELEDYNEENGINEERINGSERVICES6.0ANALYTICAlRESULTS6.1~RiStresscalculationswerebasedonthe1967EditionoftheANSIB31.1Code(Referencell),theAEPletterdatedNovember29,1982(Reference2),andtheAEPletterdatedMarch15,1983(Reference3).Thesestresscombinationswereperformed:Alnormalpressurestress+deadweightstressWShA2normalthermalstressrange&(1.25Sc+.25Sh)Blnormalpressurestress+deadweightstress+OBEstress(1.2ShB2PORVtransientpressurestress+deadweightstress+l(OBEstress)2+(PORVtransientshockstress)21~2(1.2ShB3PORVtransientthermalstressrange(1.25Sc+.25ShC1normalpressurestress+deadweightstress+OBEstress(1.8ShC2SVtransientpressurestress+deadweightstress+SVtransientshockstress~1.8ShC3SVtransientthermalstressrange(1.25Sc+.25ShStresseswerenotcalculatedforequationA3sinceallnodepointspassedtheequationA2stresscriteriawiththeexceptionofnode230B.Forthisnode,equationA3stresswascalculatedandwaslessthantheallowab'le.StressesforequationsC2andC3arepresentedonlyforthosenodesthatarepartofthequartermodel. TechnicalReportTR-5364-2Revision06-2-riTELEDYNEENGlNEERlNQSERVlCESTheTMRPASScomputerprogramwasused,whenpossible,toaidinthestresscalculations.Theprogram;however,doesnotallowforintensificationfactorstobeomittedinthetorsionaldirectionasdoesthe631.1code,therefore,atanyintensifiednodes,thetorsionalmomentsareintensified.AllowablestresseswereobtainedbyusingthemaximumtemperatureexperiencedduringanyloadingcasetodetermineSh.ThevalueofScwasbasedon70oFperReference2.AsummaryoftheallowablestressesisgiveninTable6.1-1.Section119.6.1ofthe831.1codeindicatesthatthethermalrangestresscalculationsshallbebasedontherangebetweentheminimumandmaximumtemperature.Theworstthermalmomentsduetoallconditionsconsideredwerereviewedandfoundtobesatisfactory.Stresseswerecalculatedasfollows:PressurePd2P2d2Oeadweiht~75iiiThermaliHrZ TechnicalReportTR-5364-2Revision06-3-A-TELEDYNEENGINEERINGSERYICESSeismic~75iMForce/TimeHistory~75iMwhere:d=insidediameterofpipeD=outsidediameterofpipei=intensificationfactorMA=resultantmomentduetodeadweightloadingsMB=resultantmomentduetoseismicloadingsMg=rangeofresultantmomentsduetothermalloadingsMD=resultantmomentduetoforce/timehistoryanalysis
TECHHICALREPORTTR-5364-26-4REVHO0TELEDYNEENGXNEEI'XNGSEF"VXCEK:titit!fit!it!tilttt!tit!tfi!!t!ittiltittttitfilitttttt?ROJECTl5364JUHE19S3D>>C>>COOKUHI>>2SU!!HARTOFAL-CRADLESTABLE6.1-1.ftttttttfttfftftttttftttktttfixltlgtfttiftttftitttittftrgaDSHEETHO>>DATE4:8:89w,cCr/4/ZS~CQFHAINRISERIIIl>>~6III>>/~W&I7II228LI.ViOOPSNODESIIMMATERIALTHRU4ISA->58-~ia"LTHRUs5>>HRU51II:HR!I71II?HRU"1PIITHRI!"25ISA-i1-04ITHRII230IIITE."Il."ERA'IURE1I430I37s~I348I(F)l"I-II>>>>>>Sh(F'-~>>~'\~l.O>>'Iv16744'$67$1657616612~>>p>>p14899IHODESLOOPCIIHODESLOOPDIHODESLOOPAII-"-----I"I">>ATERIALITEHPERATURE(F)lIICh(PSI)!I7>THRUI!26THRU135I!'6THRU132ISA-312-304I34SI15252III-I!S4THRU";2I!3ST'":R>>U!-;3IIiS4THRUIS7>>III9?THRU?6II144THRU!46I'.SSTHRUl90III430!4S30>>10314SI>>95II-I-:96152II-I"46046014710II11740iI-II'0IIIeaTHRU!24II156!:00I!!5STHRU174>"02THRU2.'S>>I>>-"-I.".6COt553SA"375"3!S-I-";A-375-316I5>>>>3gicOOO~-I-----------I-----~--------IHOTEILGOCRFERSTORVLOOPCOHTAII>>IHGVALVESV45CTHISIST'>>PICnLOFLOOPSDAHDAnLSO>>tAILOIIADLEASPERHOTE(6)~TADLEA"1Q.D1.1Oi1967CODE TECHHICALREPORTTR-5364-26-5REV.HO,0TI=LEDYNEENGXNEERXNGSEF"VXftttt!!!!!!!!!!!!tttfffttttxftttffftttfxxxxtfxtftft!tfPROJECTI53643.'UHF.;983OoC.COOKUHTT2OUI!IIARYOFALLOIIABLESTABLE6~1-1Cont.fttttftttfttttttttttt!xffftfxftffffxxtfxxffttfftfftfxfCES8Y-QC-NTE&:8:IIK9~~~~llhIE4'C2/JM3HEETNO.'PGRuLOOF'5'-IIIII286II292II..20IHODES2~0THF:U290THRU,318FHF:U342IMATERIALI'IEMPERATJREF>j-IIIISA-312-304I413IIII653rh-37~)-316653II"SM!PSE>14818ldevO1430016000poRuLoor.'i40IIII450IHODESTHRUZg4THRU.56SA-3i-~04-F805ISA-312-~04IIIII55~ISA-.=.75-iO~IIIIII'IATERIALITEI!PERATURE(F>lIIISh(PSi>':f6301430000F'GRu:GQP,'.5~HGDES232T'IRU2s6MATERIAL'~A-a1'-~G~ITEHFERATUREISh(rSE)38THF'U60Iw>6P\=66THr;U28~ISA-~l-F00IIIISA-31-F04IIISA-376-304II~80654146~0<->>0014300Ho'rE:FGRuLoor-HMG-151AH'.1REFER;ToTHI=.PGRVLOOPGHAINLHG')"IuFSDHRu-151THISISTYF'ICALGFLGGPS.'.';"HD'~ TechnicalReportTR-5364-2Revision06-6<iTELEDYNEENQlNEERINQSERVlCES6.1.1EuationA-1Stresses TechnicalReportTR-5364-2~~Revision0DONALDC.COOKUNITf2PROJECT53646-7->iTELEDYNEENGINEERINGSERVICESBY:K/vRDATE:~50/E9CHECKEDBY:DATE:STRESSSUWORY-EQUATIONAlNODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)3EQUATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)/b,z3/.0Z/l.59Z,9/.0 TechnicalReportTR-5364-2Revision0DONALDC.COOKUNITP2PROJECT53646-8CHECKEDBY:DATE:rsTELEOYNEENGINEERINQSERVICESBY:6~8DATE:5/hi/gpSTRESSSU/CARY-EQUATIONA1NODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)/.3/.3/37/,3 TechnicalReportTR-5364-2'~Revision0DONALDC.COOKUNIT82PROJECT53646-9>sTELEDYNEENGINEERINGSERVCESBY:DATE:CHECKEDBY:-DATE:STRESSSUWARY-fQVATIONAlNODE87'9/Zi/i'/Z7/7eEPRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)ALLOWABLESTRESS(XSI)Z.6z.l19>E,l430+9.0D.08/l,+Zi0i.3/,3 TechnicalReportTR-5364-2Revision0DONALDC.COOKUNIT8'2PROJECT5364610BY:~~4DATE:~5/gsCHECKEDBY:DATE:ATELEDYNEENQINEERINQSERVCESSTRESSSUGARY-EQUATIONAlNODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)5,'7Z.73.//.3/,4 TechnicalReportTR-5364-2~~~Revision0DONALDC.COOKUNITaZPROJECT53646-11ATELEDYNEENGINEERINGSERVICESBY:1/I/4DATE:5/W/P9CHECKED'BY:DATE:~5STRESSSUGARY-EQUATIONAlNODE8PRESSURESTRESS(KSI)DfADWEIGHTSTRESS(KSI)Z.oEQUATIONAlSTRESS(KSI)Z.oALLOWABLESTRESS(KSI)/+,3I3/,Z.i.5/do TechnicalReportTR-5364-2Revision06-12ATELEOYNEENGINEERINGSERVICESDONALDC.COOKUNITP2PROJECT5364BY:DATE:~CHECKEDBY:+~DATE:~3STRESSSUMMARY-EqUATIONAlNODE0PRESSURESTRESS~(KSI)DEADWEIGHTSTRESS(KSI)E(UATIONAlSTRESS(KSI)ALLOWABLESTRESS(KSI)/5.0i/8'/ZZ/Z@P/.o/.0.79Zq.9/3'o/3lpga/+o/.0 TechnicalReportTR-5364-2~~Revision0DONALDC.COOKUNITP2PROJECT53646-13-riTELEOYNEENQINEERINQSERVICESBY':DATE:'HECKEDBY:~//7DATE:~WC/3STRESSSU%CRY-EqUATIONAlNODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)E(UATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)/.o10.8/0Tl6/777/7d/7Z/.2.7 TechnicalReportTR-5364-2.Revision06-14ATELEDYNEENGINEERINQSERVICESDONALDC.COOKUNITf2PROJECT5364BY:~DATE:gCHECKEDBY:~K<DATE:5~+/I3STRESSS9%0RY-EQUATIONAlNODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)/.8EQUATIONAlSTRESS(KSI)ALLOWABLESTRESS(KSI)/9oZOOZo+/.oI7/(p.0ZogzoIZ/oZ/Zz/p2/I/+ TechnicalReportTR-5364-2Revision0DONALDC.COOKUNIT82PROJECT53646-15r>TELEOYNEENGINEERINGSERVICESBY:~~6DATE:~5CHECKEDBY:~DATE:~STRESSSPIDERY-EQUATIONAlNODE8PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)C,7ALLOWABLESTRESS(KSI)z,yg./r.95:of,3/+,pZ.6+,99/oviz3,Z-+Z6,/z$',o9.73,/3.37.Z7ZZ,7 TechnicalReportTR-5364-2Revision0DONALDC.COOKUNITP2PROJECT53646-16riTEIEOYNEENGlNEERlNQSERVlCESBY:~SPDATE:~5+5'3CHECKED'Y:DATE:STRESSSCARY-EQUATIONAlNODE8PRESSURESTRESS(Ksr)DEADWEIGHTSTRESS(KSI)EqUATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)szg+/2.9ZC/5.ov.z/C.u3ag+Z2+osi9.4+'ZSaZ.,3~9/SB3.3
TechnicalReportTR-5364-2~~~Revision0DONALDC.COOKUNIT82PROJECT53646-17ATELEOYNEENGINEERINGSERVICES8Y:5+5DATE:~XVg5CHECKEDBY'ATE'TRESSSUWARY-EQUATIONAlNODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONAlSTRESS(KSI)ALLOMABLESTRESS(KSI)staz,9Z~/4.o~4.o TechnicalReportTR-5364-2Revision06-18]s-TELEDYNEENGINEERINGSERVICES6.1.2EuationA-2Stresses
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TechnicalReportTR-5364-2ision0DONALDC.COOKUNITP2PROJECT53646-72EENGINEERINQSERVICESBY:kADATE:'/PDCHECKEDBV:~DATE:~48STRESSSUWNY-EQUATIONC1PRESSURESTRESSNODE8(KSI)DEADWEIGHTSTRESS(Ksr)QBESTRESS(KSI)EQUATIONC1STRESS(Ksr)ALLOWABLESTRESS(Ksr)II0gSy~Zaa9.9E~vs7.7VB/Zg/z@8o/9Z/gZ~7~2Z,oZ,c'.Z-Z.Z-/.7/7/~Z-Z'Zs,z-yzdZVBd,7xy'y~r5//xyvs//xy/9xy7,QXfx,ydoxy9.0g,/xp'>Z5,7 TechnicalReportTR-5364-2.ision0DONALDC.COOKUNITk2PROJECT53646-73BY:CHECKEDBY:mS>DATE:+/+~~+DATE:++8+rsTELEDYNEENGlNEERINGSERV1CESSTRESSSUWORY-EQUATIONC1NODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)DBESTRESS(KSI)EQUATIONC1STRESS(KSI)ALLOWABLESTRESS(KSI)/bZgagI/o7/.Z9',7+zE.a5,c>-.7z,5/rQ~7Z7xyZb7Z@,76.7>>'i.E9,/xyysZc.qggxyaI.F9zxyx'fxy TechnicalReportTR-5364-2ision0DON'ALDC.COOKUNITk'2PROJECT53646-74BY:CHECKEDBY:~i)pg>E:X/~75~DATE:P489rsTELEDYNEENGINEERINGSERVICESSTRESSSUMMARY-EQUATIONC1NODE0PRESSURESTRESS(KSI)'EADWEIGHTSTRESS(KSI)/.99BESTRESS(KSI)EQUATIONC1STRESS(KSI)ygALLOWABLESTRESS(KSI)Z7zZ',/s.jyg3.GpPZ/ZZ,9Y~Z6r"I.O9,/ TechnicalReportTR-5364-2~~ision0DONALDC.COOKUNITk2PROJECT53646-75BY:CHECKEDBY:DATE:E/5/8DDATE:+~89>iTELEDYNEENGINEERINGSERVCESSTRESSSUMMARY-EQUATIONC1PRESSURESTRESSNODE8(KSI)DEADWEIGHTSTRESS(KSI)/BESTRESS(XSI)7.5EQUATIONC1STRESS(KSI)i5;9yg.//./ycxzzyzALLOWABLESTRESS(KSI)Zs-3Z&.3ZE.7Avz.~op8/8~+8082+QQ9z2/.73'.23.l2.7z.SR1yz//.oyp/o,Py8/~+v'8g'.oS'./y~/9,dxY/o,8xy'cyzf.7Yw TechnicalReportTR-5364-2ision06-76ATELEDYNEENQtNEERINQSERVCESDONALDC.COOKUNITP2PROJECT5364BY:5/vkCHECKEDBY:DATE:+4~~DATE:~85STRESSSU%98Y-El+ATIONClNODEItI9zaIPRESSURESTRESS(Ksr)DEADWEIGHTSTRESS(Ksr)QBESTRESS(Ksr)Z.7EauATrONClSTRESS(KSI)ALLOWABLESTRESS(KSI)Z84R2.Q.73,3io.oVS53yeya5./yp5w7y3/02/0t=znl+OZ35Z2.9'I87cC-oP'2C-cxy/C'.gMyxy'3,'yx/z/.Cxyjgx/9cxyg5xyxycC3 TechnicalReportTR-5364-2vision0DONALDC.COOKUNITP2PROJECT53646-77ATELEDYNEENGINEERlNQSERVKES8Y:&~3DATE:~~+/~3CHECKEDBY:'ATE:STRESSSU%CRY-EQUATIONClPRESSURESTRESSNODEg(KSI)3zo8DEADWEIGHTSTRESS(KSI)5./GABESTRESS(KSI)EQUATIONClSTRESS(KSI)/3.oayALLOWABLESTRESS(KSI) TechnicalReportTR-5364-2Revision06-78ATELEDYNEENGINEERINQSERVICES6.1.7EuationC-2Stresses TechnicalReportTR-5364-2sion0DONALDC.COOKUNITf2PROJECT53646-79BY:CHECKEDBY:DATE:8-9DATE:ATEI.BOYNEENGINEERINGSERVICESSTRESSSCARY-EQUATIONC2NODE8PRESSURESTRESS(Ksr)DEADWEIGHTSTRESS(Ksr)SVTRANSIENTSHOCKSTRESS(Ksr)EQUATIONC2STRESS(xsr)ALLOWABLESTRESS(Ksr)/o/.09'/790,9lO.ol&,7/9jZ.l,j7,(olZ5Z'V.//Z17.t/q80.g7.5/,0/.0
TechnicalReportTR-5364-2sion06-80<iTELEOYNEENGINEERINQSERVICESDONALDC.COOKUNITg2PROJECT5364BY:CHECKEDBY:DATE:K5ÃDATE:/E~STRESSStWRY-EQUATIONC2NODE8PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)SVTRANSIENTSHOCKSTRESS(KSI)E(UATIONC2STRESS(KSI)gp,CgALLOWABLESTRESS(KSI)9d,oC.og/,Z80,(p4-85l.D TechnicalReportTR-5364-2.ision06-81ATELEOYNEENGINEERINGSERVICESDONALDC.COOKUNIT82PROJECT5364BY:CHECKEDBYOATE:-/8OATE:+//~+STRESSSO%CRY-EQUATIONC2NODE8PRESSURESTRESS(KSI)7DEADWEIGHTSTRESS(KSI)/0SVTRANSIENTSHOCKSTRESS(KSI)EQUATIONC2STRESS(KSI)90,0/07.'lALLOWABLESTRESS(KSI)27.5'47/7/.8/'5'79qf77C.5Q'P,0/07S.6ue/0/.>/09.8//cg,2b7.~Sd.725O'783g.o2/./2/.028.8 TechnicalReportTR-5364-2ision06-82ATELEOYNEENGlNEERlNGSERVlCESDONALDC.COOKUNITg2PROJECT5364BY:CHECKEDBY'<DATE:DATE:~l+~J3STRESSS9%9RY-EQUATIONC2NODE8/r/PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)SYTRANSIENTSHOCKSTRESS(KSI)EQUATIONC2STRESS(KSI)ALLOWABLESTRESS(KSI)/gO.7/.D/,D'7./ TechnicalReportTR-5364-2Revision06-83-r<-TELEOYNEENGINEERINGSERVICES6.1.8EuationC-3Stresses TechnicalReportTR-5364-2ision0DONALDC.COOKUNIT82PROJECT53646-84BY:fVDATE:CHECKEDBY:DATE:1EEENQINEERINQSERVICESSTRESSSUl%ARY-EQUATIONC3NODE8SYTRANSIENTTHERMALSTRESS(KSI)ALLOWABLESTRESS(KSI)27;5Z./Z./Z./8/Z,V/.C TechnicalReportTR-5364-2vision06-85A-TELEOYNEENGINEERINGSERVICESDONALDC.COOKUNITg2PROJECT5364BYSCHECKEDBY:STRESSSCARY-EQUATIONC3DATE:~~JS3DATE:NODEgSVTRANSIENTTHERMALSTRESS(KSI)ALLOWABLESTRESS(KSI)Z797ZgJ.'f TechnicalReportTR-5364-2V1Sion0DONALDC.COOKUNIT82PROJECT53646-86CHECKEDBY:DATE:+-4-9i0EENQ1NEERlNQSERVCESBY:S~~DATE:~/~~4+STRESSSUDSY-El+ATIONC3NODE8SVTRANSIENTTHERMALSTRESS)(KSI)'/./ALLOWABLESTRESS(KSI)b./>09'-AJOO TechnicalReportTR-5364-2vision0DONALDC.COOKUNITt2PROJECT53646-87BY:4/7PEDATE:7DATE:,5--QSCHECKEDBY:1s-tELEDYNEF~INEERINGSERVICESSTRESSSU%CRY-EQUATIONC3NODE0//I//Z//Q//5SVTRANSIENTTHERMALSTRESS(KSI)l.dALLOWABLESTRESS(XSI)l,g TechnicalReportTR-5364-2Revision06-88>sTELEDYNEENGlNEERlNGSERVlCES5.2~5LdSupportloadsaregivenforeachsupportonthepressurizerrelieflinepiping.SupportloadcombinationswerecalculatedinaccordancewithTableII,Reference2.CombinationE2wasonlyconsideredforthosesupportsthatarepartofthequartermodel.Thermal-1referstothenormalthermaloperatingcaseandthermal-2referstothePORYtransientthermalloadingandthermal-3referstoSVtransientthermalcondition.Thesupportloadcombinationsconsideredareasfollows:D1deadweight+normalthermal+/-08E02deadweight+PORVtransientthermal+/-[(OBE)g+(PORVtransientshock)21/2deadweight+normalthermal+/-OBEdeadweight+SVtransientthermal+/-SVtransientshock
TechnicalReportTR-5364-2Revision0DONALDC.COOKUNIT82PROJECT53646-89SUPPORTLOADSUGARYSHEETBY:CHECKEDBY:/DAlE:~/-r-89DATE:sr~~~89-i<-TELEDYNEENGlNEERINQSERVlCESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBER0ISPLACEMENTSDESIGNLOADINGSFORCESMOMENTS0EADMEIGHT-1RMAL-1THERMAL-2THERMAL-3SEISMIC-OBES"=ISMIC-0BEB~JbDOMN-SRVBLOMDOMN-PORV.O/I.OO/-./6/.Dz.r-.o99-.977,OS9'977.OO/7~+gg7go~<,99'2FX-/8dc.S9c'.ZDZ95/f977FYFZMXMYTESCOMBINEDLOADSFXFYNORMAL/UPSET-.>o8Z+'79FXDESIGN(+)$1SZFYSUPPORTI'RANINGLOADSE¹RGENCY77ZC5-7(917DESIGN(-)3q7UNITS:DISPLACEMENTS:INCHESTFORCESPOUNDSMOMENTSINCH-POUNDSfornormal/upsetconditionsTFScombinedloadsarelessfor+FX.andgreaterfor-FX.FortheemergencyconditionTESloadsareoreater. 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Technica1ReportTR-5364-2Revision0DONALDC.COOKUNIT82PROJECT53646-91s<TELEDYNEENQlNEERlNGSERVCESSUPPORTLOADSUWQRYSHEETBY:2DATE:4l-85cHEGKEDBY:~~DATE:6/FrBGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER~~~~"&+8~NODENUMBER~ZDISPLACEMENTSDESIGNLOADINGSFORCESAYFZMOMENTSMXMYMZDEADWEIGHT-1g9@-,/gQ,DZS,2zC/.dyTHERMAL-2THERMAL-3SEISMIC-OBEISMIC<<DBEBLOW)OWN-SRV-,Z09,970-/p$Z.OO+7~r"g7g'RQ3~.mr7gr/~/.~8Z-!.WB~>54~-'97~9/g%BLOWDOWN-PORV~'g~s)TESCOMBINEDLOADSSUPPORTE'RA!IINGLOADSNORMAL/UPSETEMERGENCYFXFYZ.fOFZDESIGN(+)DESIGN(-)FXFYl097FZUNITS:DISPLACEMENTS:INCHESTESCOMBINEDLOADSARELESSTHANTHELOADSHOWNONFORCESPOUNDSTHESUPPORTDRAl'lINGFORTHENORliAL/UPSETCONDITIgfsMOMENTS:INCH-POUNDSANDGREATERFOPTHEEMERGENCYCONDITION. TechnicalReoortTR-5364-2Revision0~~~DONALDC.COOKUNITg2PROJECT53646-92ATELEDYNEENGINEERINQSERVCESSUPPORTLOADSUWARYSHEETBY:/DATE:4-9'-9CHECKEDBY:h~0DATE:/"C'LOBALCOORDINATESYSTEM+Y+XNO.";IHMARKNUMBERNODENUMBER49DISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-1.ERMAL-1THERMAL-2THERMAL-3SEISMIC-OBE5:-ISMIC-DBEOFEDOMN-SRY8rlDOMN-PORY,do+,'70<j-.7+8-.78mFXbgo-Sc/45//>t/-/'gFY~(dan~r+%9O~>~/MXTESCOHBINEOLOADSSUPPORTCRA!tli"!GLOADS8".-".MAL/UPSETFXFY+~ZI-II90DESIGN(+)5igFZ"=v=RGENCY+4+r7'7I+76993-75227DESIGN(-)'ZSCuL!"i."TS:DISPLACEMENTS:INCHESTESCO!1BINEDLOADSARELESSTHANTHELOADSHCI!NFORCES:POUNDSONTHESUPPORTDRAlllllGFORTHENORHAL/UPSETCON-MOMENTSINCH-POUNDSDITIONSANDGREATERFORTHEEl!ERGENCYCONDITICN TechnicalReoortTR.-5364-2.Revision0~~DONALDC.COOK'NIT82PROJECT53646-93EENGINEERINGSERVCESSUPPORTLOADSU%CRYSHEETBY:DATE:4'CHECKEDBY:)i~DATE:6/8/iGLOBALCOORDINATESYSTEM+YINORTH+XMARKNUMBERNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESFXFYFZMXMOMENTSDEADWEIGHT-1ERMAL-1THERMAL-2THERMAL-3S=ISMIC-OBES"=ISMIC-DBEO'WDOMN-SRVS'WDOWN-PORY-,ODt.o/8+,ODQ.Oo7h~IIn/+,!2DQ,00+-,OIQ7.Z7.QZg/.oQ-,c/798o,d//I+~~g04!>D5-r.7/z~7/2T84-.~19g.go&r.gc'.6-.coo-.coXTESCCMBINEOLOADSFXFYcZFYFXSUPPORTt.'RA!lINGLOADSFZNORMAL/UPSETEurRGENCY+&z8lDESIGN(+)DESIG~(-)sge>U.'lITS'ISPLACEMENTS'NCHES~~FORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReoprtTR-5364-2ReyisipnODONALDC.COOKU!iIT82PROJECT5364GLOBALCOORDINATESYSTEM6-94SUPPORTLOADSUWARYSHEETBY:/,(lHKCKEO8Y~/P~DATE:-9-89BATE:~~F43>sTELEDYNEENGINEERINQSERVICES0-H+XMARKNUMBERNODENUMBERDEADWEIGHT1DISPLACEMENTS.OO/DESIGNLOADINGSFORCESFXFYFZ-70MOMENTSTHERMAL-2THERMAL-3SEISMIC-OBE,S=ISMIC-DBEB'WDOWN-SRV8'ADOWN-PORVi.74~.o//+.~oE-,>ZbM+-,oo5'9/P-/7I'27Z$36/gag7~n-7/('Z+77"g'agTSCOHBINEDLOADSSUPPORTPRAtfINGLOADSNORMAl/UPSET--v"RGENCYFXi-919't'f-~ScatFYFZ+5Z->ca<~79n~2-795<8DESIGN(+)DESIGN(-)FXC77ZFYFZto++DISPLACEMENTS:INCHESTESCOMBINEDLOADSARELESSTHANTHELOADSfl0)4NONTHESUPPORTDRAP/INGFORTHENORMAL/UPSETCON-OITIONSANOGREATERFORTHEEHERGENCYCOllOITION. 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Technica1ReportTR-5364-2Revision0DONALDC.COOKUNIT82PROJECT53646-118-A-TELEDYNEENGINEERINGSERVICESSUPPORTLOADSUWARYSHEETBY:J9DATE:CHECKEDBY:~r+DATE:Crt~l~-GLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBER+0-DISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-1-g/7g/~O/g.27O~.9'PFXFYFZMYTHERMAL-2-,/7/THERMAL-3SEISMIC-OBE048S=ISMIC-DBE.DBZO'WDOWN-SRVS'WDOWN-PORVTESCOMBINEDLOADSc)pg-ZP/~0~P/ncpSUPPORTBRA!lINGLOADSNORMAl/UPSET-"v"RGENCYFXFYFZ+tWZC90$DESIGN(+)DESIGN(-)FXFYFZUNITS:DISPLACEMENTS:INCHESNFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARECxR'5'AW~THANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReoorti~-5364-2Revision0DONALDC.COOKUNIT¹2PROJECT53646-119-><-TEUZ)YNEENQtNEERINGSERVCESSUPPORTLOADSQf@RYSHEETBY:/DATE:4-'7-89CHECKEDBY:WjbDATE:&0/R7GLOBALCOORDINATESYSTEM+YNO".",THMARKNUMBERNODENUMBER+OOOISPLACEMENTSDESIGNLOAOINGSFORCES(@MENTSPs~OWEIGHT-1.c-1THERMAL-2THERMAL-3SEISMIC-OBES=ISMIC-OBEBADOWN-SRV,C'0~,~Z,092-.0/4-.P>7+,os<.~242',<M7FXFYFZ7HZMXMYMZO'WOOWN-PORV0,g/Z-~0/~,gog+.6XZ,picTESCOMBINEDLOADSSUPPORTBRA!lINGLOADSNORMAL/UPSET".v=RGENCYFXFYFZ+7%1/+79'ESIGN(+)DESIGN(-)FXFYFZ'."iTS:OISPLACEMENTS:INCHESEFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPOR,DRAWING,:10 TechnicalReportTR-5364-2Revision0DONALDC.COOK~UNIT82PROJECT53646-120SUPPORTLOADSUWARYSHEETBY:ICHECKEDBY:Dr>L>DATE:4'"~-8SOATE:I/Pl/-r<-Tf~DYNEENGINEERINGSERVCESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBER-Z9DISPLACEMENTSDESIGNLOADINGSFORCESFXFYFZMOMENTSMXMYMZDEADWEIGHT-1MAL1THERMAL-2THERMAL-3SEISMIC-OBES"=ISMIC-DBEBLO'ADOWN-SRVB'0'i80MN-PORV.os47/-,~DOjggg<,Or~.Q)~ZgCj7/.o9d-,Sol~O84/ggt'.~ic/'9-18TESC0MBINEDLOADSSUPPORTL'RA!lINGLOADSNORMAL/UPSETE."."=RGENCYFXFYFZ~ops.OggsDESIGN(+)DESIGN(-)FXFYFZUNiTS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARE~+5THANTHELOADSHOWNONTHESUPPORTDRAWING
Technica1ReportTR-5364-2Revision0DONALDC.COOKUNIT82PROJECT53646-121rs-TELEDYNEENGINEERINQSERVCESSUPPORTLOADSU%CRYSHEETBY:i+DATE:~CHECKEDBY:/MDATE:///AGLOBALCOORDINATESYSTEMNORTHMARKNUMBERNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESFXFYMOMENTSMXMYMZDEADWEIGHT-1-,gga,D9g.OO5RMAL-1THiRMAL-2THERMAL-3SEISMIC-OBES"-ISMIC-DBEO'WDOWN-SRV.009iC/KZ<6z,cx)9~,M9~,OI9~.o/+,090',DO8O'XNN-PORV'O>Zs007TESCOHBINEDLOADSr,c"09-,Oc75vC/4SUPPORTL'RAtlINGLOADSFXNORRAI/UPSET'l8EMERGENCYFYFZ-'79DESIG~(+)DESIGN(-)yPqFZUNITS:DISPLACEMENTS:INCHESTFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReoortTR-~364-2Revision0DONALDC.COOKUNIT82PROJECT53646-122SUPPORTLOADSMEARYSHEETBY:CHECKEDBY:DATE:~~-89DATE:@/%3ATELEDYNEENQINEFRINGSERVCESGLOBALCOORDINATESYSTEM+YNO.=,:H+x+Z.MARKNUMBERNODENUMBER/~+OISPLACEMENTSDEADWEIGHT-1-ggg,gag,OOQDESIGNLOADINGSFORCESFXFYFZMOMENTSMYMZ"RMAL1TH=RMAL-2THHNAL-3..080,is3oQpfgS:"ISMIC-OBE+802,OZ9.002~/g7S='.SMIC-OBE8~DOWN-SRV8')OWN-PORV+.oc/+g~l+,0-('",DO/.Dc.)ZTESCOMBINEDLOADSSUPPORTBRA!IINGLOADSNO~RAL/UPSETEM=RGENCYFX~yfn-(84+(F,YFZDESIGN(+)DESIGN(-)UN:;S:DISPLACEMENTS:INCHESTiFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARE~>55STHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-2Revision0~~DONALDC.COOKUNITIII2PROJECT53646-123illEENGINEERtNQSERVCESSUPPORTLOADSORRYSHEETBY:~+DATE:~CHECKEDBY:WDATE:GLOBALCOORDINATESYSTEMt$0."",TH+XMARKNUMBERNODENUMBER0ISPLACEMENTSDESIGNLOADINGSFORCESFXFYFZMXMOMENTSDEADWEIGHT-1,gg/ERMAL-1TH""RMAL-2THEfNAL-3SEISMIC-OBE.OOZ5=ISMIC-DBE+.OOZOADOWN-SRV+.NS-.9O'OWDOWN-PORV+gg~-.os+I/4Ig,ooV-,DOC-,OO/OOZ7.doZ+z~9+.ao9~g8q/Z89A~,ooz+/58~/8<~9/6+/0&79TESCOMBINEDLOADSSUPPORTL'RA!1INGLOADSNO>".AL/UPSETEy=~uENCYFX<geo+leeÃFYFZfio&7DESIGN(+)DESIGN(-)FXZ9'm@gooFYFZ9I67&1&7UN:.S:DISPLACEMENTS:INCHESTESCOt1BINEDLOADSARELESSTHANTHELOADSHOWNOtlTHESUPPORTDRA!IIWGFORTHENORMAL/UPSETCON-DITIONSANDGREATERFORTHEEMERGENCYCONDITION. TechnicalReoortTR-5364-2Revision0~~-DONALDC.COOKUNIT82PROJECT53646-124SUPPORTLOADSCARYSHEETBY:4CHECKEDBY:DATE:~-9'-9'>GATE:r/rsTELEDYNEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTH-MARKNUMBERNODENUMBERDESIGNLOADINGSDISPLACEMENTSFXFORCESFYFZMOMENTSMXMYMZDEADWEIGHT-1ERMAL1THERMAL-2THERtiAL-3.Oa9-,owl/05258pn.Z<92,~D-,()o9-/zc-~nC/Q/reF7'IV/pigS=-ISMIC-OBES"=ISMIC-DBEB'WDOWN-SRV,doz~.oSg.ooq,os',009+78/+,oo57"48'og/z9~/.4-5+.89'o/yaa++gq~ezra+8'~S'WDOWN-PORVTESCtlORMALIUPSET".".""RGENCYp,g<3gNcOMBINEDLOADSFXFY+/~Hi5-298ftoM65-0y,009FZe<o7'SUPPORTBRA!IINGLOADSFXDcSIGN(+)-'fZt0DESIGN(-))/galFZ9I/9UNITS:DISPLACEMENTS:INCHESNFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARELESSTHANTHELOADSHOWNONTHESUPPORTDRAWItlGFORTHENORVAL/UPSETCON-OITIONSAllOGREATERFORTHEEHERGENCYCOllOITION. TechnicalReportTR-5364-2Revision06-125ATELEDYNEENGINEERINGSERVICES6.3ValveAccelerationsValveaccelerationswerecalculatedforallvalvesduetotheDBEseismicconditionandthePORVtransientshockcondition.Inaddition,theaccelerationofvalveSV-45CwascalculatedfortheSVtransientshockconditionsincethisvalveispartofthequartermodel.Thehorizontalallowablewastakenas3gandtheverticalallowableas2gbasedontheattachmentstoAEPletterdatedSeptember16,1982fromMr.J.L.WilliamsofAEPtoMr.L.8.SemprucciofTES(Reference12).Fortheseismicaccelerations,theresultanthorizontalaccelerationwascomparedagainstthe3gallowable.rleightsforvalvesNM0-151,152and153weretakenas352pounds,indeterminingtheseismicacceleration,sincethisisthevalueisedintheseismicanalysis,seeSection5.0.ForthePORVtransientshockaccelerations,theupdatedvalveweightof400poundswasusedinboththeanalysisandtheaccelerationcalculations.ItshouldbenotedthatvalvesNRV-151,NRV-152,NRV-153,NM0-151,NMO-152andNMO-153allfailtheverticalaccelerationcriteriaof2gandvalvesNM0-151,152and153exceedthehorizontalaccelerationcriteriaof3g.Thesevaluesareconsideredacceptableperreference7(seeSection2.0).TheaccelerationofvalveSV-45CfortheSVtransientshockconditionexceedsallcriteriabyalargemargin,whichfurtherindicatesthefailureofthesystemduringemergencyconditions. TechnicalReportTR-5364-2Revision06-126-r>TELEDYNEENGINEERINGSERVICES6.3.1DBESeismicValveAccelerations TechnicalReportTR-5364-2Revision0DONALDC.COOKUNITk'2PROJECT53646-127s<-TIHEDYNEENGINEERINGSERVICESfgTE5!/8/$3CHECKEDBY:~DATE:~+VALVENO.NODENO.Mv'-HSA~98-ACCElERATION~e-4KBACCELERATION~Y'-y4~ACCELERATIONAAAAAAAAfez.4,~u'4gZt,~7~G5.OC.03,Pz.iz,Zo.0&.O~io7,gI.i+g.oZATAT//o~/,5/,g5'l./Za/,/6q,/)01.=-Z~.ACCEL.ALLOWABLEACCEL.ALLOWABLEACCEL.ALLOWABLEVERTICALAT'ORIZONTAL.Z$g/~8'-Jg',5Ã./ja"74p*HORIZONTALACCELERATION=(AXT)+("zT)22 TechnicalReportTR-5364-2Revision06-128->STELEDYNEENGINEERINGSERVICESDONALDC.COOKUNIT¹2PROJECT5364CHECKEDBY:DgyE.5/Z/$ZDATE:~VALVENO.NODENO.nlrb-t'ai9+iACCELERATIONtVeo-g+~ACCELERATIONACCELERATIONA,/7Gf,5o.ZV,/gaAAAA.00AAA.i9w4,75aVERTICALA,TATACCEL.,ALLOWABLEACCEL.ALLOWABLE/cjiaACCEL.ALLOWABLEHORIZONTAL/,l$a/o7>r'.Q5a*HORIZONTALACCELERATION=(A)T)+(AzT)22 TechnicalReportTR-5364-2Revtston06-129->s-TELEDYNEENGINEERlNGSERVlCESDONALDC.COOKUNITg2PROJECT5364,bJ-I+L,,jCHECKEDBY:DATE:5)Z83DATE:+t-VALVENO.NODENO.InJRl-/5i.-y5/V/v'-/53ACCELERATIONACCELERATIONACCELERATIONAx,59AT2Z/OZ/.~~iA/nA,7ZA/,S8:,2S'AAnniC-cA,3t,9/~/O,il/-z4/.5('.ACCEL.ALLOWABLEACCEL.'LLOWABLEACCEL.ALLOWABLEVERTICALATHORIZONTAL"0aASaC,//,~fga,~70/.7Cq22*HORIZONTALACCELERATION=(A)(T)+("zT) TechnicalReportTR-5364-2Revision06-130.ATELEVNEENQINEERINQSERVICES6.3.2PORVTransientShockandSVTransientShockValveAccelerations TechnicalReportTR-5364-2Revision0DONALDC.COOKUNIT82PROJECT53646-131ATELEDYNEENGINEERINGSERVICESCHECKEDBY:DATE:9BY:~IV~DATE:/+~+9VALVEACCELERATIONSVALVENODENUMBERVALVEWEIGHTDIRECTIONoFORCE(LBS)ACCELERATIONALLOWABLE,HagD7,odg,deVALVENODENUMBERVALVEWEIGHTDIRECTIONlob68~-'WFORC(LBS)ACCELERATIONALLOWABLE,gAcy,gggtvw~vt~.O~CCLZZWpioV.Wee~Ha-he>AT~o~iH~-V~~ac.'p;~om~l~//oN@fr'Ob'jTHEQURÃ7Efipuma.VS/S.WZ/orna-gVAZ.VaHCC~/-ER'47/OMyy/r~pggggp=gegg-~ggppgp'C7gV7'}N5/8AJ7SHOO.KCnh/D/7/OAJ. TechnicalReportTR-5364-2Revision0DONALDC.COOKUNITH2PROJECT53646-132BY/77CHECKEDBYDATE:E+c+FZ9DATL'C85ATE1EDYNEE~GWEERWGSERViCESVALVEACCELERATIONSVALVENODENUMBERVALVEWEIGHTNHO-i6(HO/h!Ho-/82OIREClrONFORCE(LBS)ACCELERATIONALLOWABLE/A[$9.9&gJ9'f~ctf48$,f2Cjiy+85.75'gVALVENODENUMBERPlRO.-/89VALVEWEIGHTDIRECTION+OOLP>FORCE(LBS)ACCELERATIONALLOWABLE//gj'98y TechnicalReportTR-5364-2Revision0DONALDC.COOKUNITf2PROJECT53646-133ATELEDYNEENQlNEERlNGSERVlCESBY:m/DATE:CHECED:M:8+83VALVEACCELERATIONSVALVENODENUMBERVALVEWEIGHTDIRECTIONFORCE(LBS)ACCELERATIONALLOWABLEy8o~m6~7rood~9~/.~<acZdPyQagL85jan%~i+7VALVENODENUMBERVALVEWEIGHTDIRECTIONFORCE(LBS)ACCELERATIONALLOWABLE//~igr/,.$,=/d9 TechnicalReportTR-5364-2Revision06-134ATELEDYNEENGINEERINGSERVICES6.4NozzleLoadsForcesandMomentsforthefourpressurizernozzlesandthequenchtanknozzlesaregiveninthissectionforeachloadingconditionanalyzed. TechnicalReoort"TR-5364-2Revision0DONALDC.COOKU'iIT$2PROJECT53646-135]ETELEDYNEENGlNEERlNGSERVCESNOZZLELOADSUMMARYSHEETBY:~+EYDATE:~l/s'sCHECKEDBY:IDATE:4883GLOBALCOORDINATESYSTEM+Y+XNORTHNODENUMBER0ISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-1THERMAL-2THERMAL-35"=ISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLMXNN-PORVFX-/Zg-/EOFYFZ//Sd/gg-i'7o-zoo-//7-ZOO~zP7g5-A77o5s97o-0/0-~ho~xi7.AMYMZ-~o-4+7o>3'Ho-4~o456'o4>nog-'/s~5+e/1/A/79-327>~5WgUNITS:0ISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDS TechnicalReportTR-i364-2Revision0~ODO'HALDC.COOKU'i;T5'2PROJECT53646-136(<-TELEDYNEENGINEERINGSERVICESNOZZLELOADSUMMARYSHEETBY:SmL>DATE://.3'HECKEDBY::.l>>DATE:4-8-3GLOBAlCOORDINATESYSTEMtkORTH+XNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCcSMOMENTSDEADWEIGHT-1~ERMAL-1TH=RMAL-2THERMAL-3SEISMIC-OBES=ISMIC-OBEBL(NDOWN-SRVSLOMIXNN-PORVFXFY-/fo-9Xo-4'/oo-S1/~&z-/go~-//og-/f97/-'3pp~pFZ/5o+7~/-/Zjgi'8~765/5$/F97//-r7/b~Qe7C@MXMYMZ-/Pzoo-/o/O-4&C9-Co-5i'5o-/355o7>>o//7+o-ICHlodPlo//ego-as7a-/C~V~-/SO95-'/7a.7C-'~Pi~/'>i&S-XXV'UNITS:DISPLACEMENTS:It<CHESFOPCESPOUNDSMOMENTSINCH-POUNDS 6-137TechnicalReportTR-5364-2Revision0DONALDC.COOKUNIT02PROJECT5364liTELEDYNEENGINEERINQSERVlCESNOZZLELOADSUMMARYSHEETBY:b~~DATE:6/slt>CHECKEDBY:'DATE:8-89GLOBALCOORDINATESYSTEMNORTHNODENUMBEROISPLACEMENTSDESIGNLOADINGSFORCESFXFYFZMXMOMENTSMYMZDEADWEIGHT-1THERMAL-1THERMAL-2-7/d-fn-390/90-//0-70-47'230/7$)-&o-ZcSb,'~ho-7z~-S'oV/oSEISMIC-OBESEISMIC-OBEBLOWDOWN-SRVBLOWDOWN-PORV~>9/-/c.'rz~iS'Vz~i8/-7io-/Ro~/$poi'PS3/7-/;~~a-u~-r'gagPP/$+id//UNITS:DISPLACEMENTS'NCHESFORCESPOUNDSMOMENTSINCH-POUNDS
6-138TechnicalReportTR-5364-2Revision0liTEiEOYNEENGlNEERlNGSERVICESNOZZLELOADSUMMARYSHEETDONALDC.COOKUNIT$2PROJECT5364BY:CHECKEDBY:DATE:(o.93DATE:4--89GLOBALCOORDINATESYSTEM+YNORTHNODENUMBER0ISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSOEADWEIGHT-1THERMAL-1THERMAL-2SEISMIC-OBESEISMIC-OBEBLOWDOWN-SRVSLOWDOWN-PORVFXFY+c.-6V~-zr~-5'copd-foO~79'//'oo-rgb/ifZ/MX-/oi~/do-F712/6'dgg9o-ZZ'&/a-/>>~-57>ZbMYMZMG/3740-Z/@7'un7O/two~+4/.9-r+PC~'JZ&19-/oM-/9o~UNITS:0ISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDS 6-139Technica1ReportTR-5364-2Revision0DONALDC.COOKUNITf2PROJECT5364]0TEL,EDYNEENGlNEERlNGSERVlCESNOZZLELOADSUMMARYSHEETBY:4DATE:6S.3CHECKEDBY:I'"DATE:48-8~+GLOBALCOORDINATESYSTEM+YNORTHNODENUMBERDEADWEIGHT-1DISPLACEMENTSDESIGNLOADINGSFORCESFXFY9/ci-/7o/oMXMOMENTSMZ-/3o7oTHERMAL-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLOWDOWN-PORV<</gZZoll+Z<P~V77=@So'gay'//50-i/+ZH/-8'7'7~-97alo-655'7~/6'/53'Nm9/c+o~iz/3/-53o/PCS'o-Joz<ZUNITS'ISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDS 0 TechnicalReportTR-5364-2Revison06-140.)ETELEDYNEENQINEERINQSERVICES6.5ValveLoadsSection6.5givesthemomentsoneachendofallvalvesinthepipingsystemforeachloadingconditionanalyzed. TechnicalReportTR-5364-2Revision0DONALDC.COOKUNIT82PROJECT53646-141VALVEENDMOMENTS'BY:CHECKEDBY:20~DATE:DATE:0/f/DATELEDYNEENGINEERINGSERVICESVALVENUMBERNODENUMBERDEADWEIGHTTHERMAL1THERMAL2W5:-"iZZZSEISMICOBE+8$$$+9$j'g~/77/SEISMICDBEf/g+7$+QgaP+QqygBLOWDOWNPORV~gpss~pgg~A/7+go7p-9//7+Iz/1+889'S~ZI<8+(<&8<VALVENUMBER.NODENUMBERDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBEBLOWDOWNPORVMZAXtlZUNITS:INCH-POUNDS TechnicalReportTR-5364-2Reyisioll0DONALDC.COOKUNIT82PROJECT53646-142>sTEI.Z)YNEENGINEERINGSERVICt=SVALVEENDMOMENTSr~SY:DATE:y-8-83CHECkDBY:SNL)DATE:(u//3VALVENUMBERNODENUHBERDEADWEIGHTTHERMAL1THERMAL2THERMAL-3SEISMICOBESEISMICOBEMX,~gagz+50/I+Z(=Z5+87/9+oqzsMYIII9'/08i@He&Ides/4665-I/98/.78O9~PI79'7g-2Iqq-9PP-.+l'8+!~os/~~ez7+'7't~ww5+zoaiqhieroi5o7Ilor+5BLOWDONPORV~+75~if(-+'9'I0'I7Z2&IS'+40VALVENUMBERNODENNBERSV-PICMXMYMlXMZDEADWEIGHTTHERMAL1THERMAL2THERMAL-3/7988//-95757708/>9ZIPog-59o~BRAC/Bo99-0'/DS-86/z/,">87/6/8</4976SEISMICOBE~/gg$SETSlllCDBEp(/I'4]BLOWDOMLPORV-CSoQD77+77~~47c">I//677+IZ~q-/Ir~Sos.rgp'39/O7o-2X5M2BLOWDOWNSRV-/3~35~-~~4lUNITS:INCH-POUNDS-'57&13 TechnicalReport~~TR-5364-2Revision0DONALDC.COOKUNIT0'2PROJECT53646-143VALVEENDMOMENTSBY:DATE:CHECKEDBY:DATf:X/A@7/8E-rs-TELEDYNEENGINEERINGSERVICESVALVENUMBERNODENUMBERDEADWEIGHTTHERMALlMY-g/g3P~-z.~oTHERMAL2SEISMICOBESEISMICDBEBLOWDOWNPORV-7008++5pg/3-/oft~l<z-/'789+798(+78/0-977zgoal'l2H4~gzqz9+//ap+767/-7c07'acctWHP'Cc/5/-/397VALVENUMBER.NODENUMBERrs-r~iDEADWEIGHTZ.f$P'HERMALlTHERMAL2-zsB/SEISMICOBE~gg/j'Qgf$SEISMICDBE+/ggfg7/ggJ/BLOWDOWWPORV+,Pggj++~p/881;/QgPg~z+$(F74+/859~7'<~/Bozo~tof~/~97oszgz&Jr'48Z=842-~9878+b/7/'<sw+He(~7~87UNITS:INCH-POUNDS TechnicalReportTR-5364-2Revision06-144VALVEENDMOMENTSriTELEDYNEENGINEERlNGSERVlCESDONALDC.COOKUNIT82PROJECT5364BYDATE:GHECKEDBY:kW)DATE:5P7/8VALVENUMBERNODENUMBERDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBEBLOWDOWNPORVMYi~do8~>l~o'dH'c7~pew7~~/g-77'io</ofMX~49S/~+9'/5+Ps&7"wvtz-'P~>~+Szdo-7z78~q'/Do+/z~~9/7Z+kVALVENUMBERNODENUMBERDEADWEIGHTTHERMAL1THERMAL2SEISMICOBEMX-~+7iZMY-sPgJ//QM/~(-rom/~97@ZMZ~Zan~9/7oSEISMICDBE+~iZSZBLOWDOWNPORVf/gyp%827-uW'/7-637/+/~leUNITS:INCH-POUNDS TechnicalReportTR-5364-2evision0DONALDC.COOKUNITf2PROJECT53646-145ri-TELEDYNEENGlNEERINGSERVlCESVALVEENDMOMENTSBY:'DATE:CHECKEDBY:'D<<+5DATE:+<<D7/g3VALVENUMBERNODENUMBERDEADWEIGHTTHERMAL1THERMAL2~SEISMICOBESEISMICDBEBLOWDOWNPORVMX'i+9/'o-4S7Szz538i8770~is<(pre/MYZcoZ-S3~essa<ZVCO+7ZV~HS-"8o2P8-49'<'7-/b7(VALVENUMBERnlO-iSNODENUMBERMYMZMYMZDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBEBLOWDOWNPORV/9o-z/ois-zooz.58/-/mz.~~7gZ+4474f@ygz~Ad5=s87-lOXSg9dZD-Sd4y/87~9bss"@~vs7age~vs/5<~e72///KZ~-//5Q-v/I/Z/Kpp/gZg//0~PPQg~rzrogUNITS:INCH-POUNDS
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8.0REFERENCES
1.Teledyne.EngineeringServicesTechnicalProposalPR-5653,datedMay14,1981.2.LetterfromMr.S.UlanofAEPtoMr.L.B.SemprucciofTES,datedNovember29,1983.3.LetterfromMr.S.UlanofAEP.toMr.P.D.HarrisonofTES,datedMarch15,1983.4.RELAP.5MOD1-Version2.11-AfiveequationThermal-HydrodynamicAnalysiscomputerprogramincludingnon-condensibles.5.TMRPIPE-AsystemofComputerProgramsfortheCompleteAnalysisofNuclearPiping.6.TESTechnicalReportTR-5364-1,DonaldC.CookNuclearGeneratingStation,"AnalysisofPressurizerSafetyValves/ReliefValvesDischargePipingSystemsp'erNUREG0737,II.D.1,Unit1.7.LetterfromMr.S.UlanofAEPtoMr.P.D.HarrisonofTES,datedMay26,1983.8.TESletter5364-21,datedFebruary2,1983fromMr.P.D.HarrisonofTEStoMr.SamUlanofAEP.9.TESletter5364-25,datedFebruary14,1983fromMr.P.D.HarrisonofTEStoMr.SamUlanofAEP.10.TESletter5364-33,datedApril8,1983fromMr.P.D.HarrisonofTEStoMr.SamUlanofAEP. C\h~i'If'l'rgVIVFC.fC',tvhV~r.<<i"=Ci,"~'.CvV>hr,,~Cy~Crt'V~~~,Ch"'f+JihhVI7I~. TechnicalReport,TR-5364-2!Revision0JII
8.0REFERENCES
Continued8-2EENGINEERINQSERVtCES11.1967EditionofUSASB31.1PowerPipingCode.12.LetterfromMr.J.L.WilliamsofAEPtoMr.L.B.SemprucciofTESdatedSeptember16,1982.13.CrosbyValveDrawingandGageCompanyDrawingNo.H-51688,RevisionA.14.MasoneilanInternational,Inc.ControlValveModelNo.38-20721,DrawingNo.CP1-18-55,RevisionH.15.WestinghouseElectricCanpany,DrawingNo.110E272.16.EPRISafetyandReliefValveTestReport,ResearchProjectV102InterimReport,April1982.17.ASNECodeNB7000,Section,III.18.ITIReport,"EvaluationofRELAP5/MOD1forCalculationofSafetyandReliefValveDischargePipingHydrodynamicLoads,"February1982.PreparedbyIntermountainTechnologies.19.TechnicalPaper8410byCrane. lf[g)haftP ~EIIh!P%l~>>\~~~~~~~~~h<<*~VhrTELEDYNEENGINE+t4GSERYYIg54~CONTRgik'QBDOCUMENTTESPROJ.NO.~Bd5DATEXl(3~7ATEf'EDYNEENGINEERINGSERVICES":.h"~--TECHMmCALREPGRT"~4)0-'c'hyg.~'h-A.~s(*'/rL~~'h"4r.e"~-5~ich'r>hhh'7.p.rTECHNICALREPORTTR-5364-2REVISION0BOOK3OF10DONALDC.COOKNUCLEARGENERATINGPLANTANALYSlSOPPRESSURIZERSAPETY/RELIEPVALVBSDISCHARGEPIPINGSYSTEMPERNURBG07M,ILD1~UNIT2gg~Qm4w&Q$JUNE10,1983~WNCI~.'4~~h~qigg I,1-i,!---~( AMERICANELECTRICPOWERSERVICECORPORATION2BROAOWAYNEWYORK,NEWYORK10004TECHNICALREPORTTR-5364-2REVISION0BOOK3OF10OONALOC.COOKNUCLEARGENERATINGSTATIONANALYSISOFPRESSURIZERSAFETY/RELIEFVALVESOISCHARGEPIPINGSYSTEMPERNUREG0737,II.0.1,UNIT2JUNE10,1983Section9.1.19.1.1.19.1.1.29.1.1.3RELAPInputPORVSolid400oLiquidPORVSolid400oLiquidRestartSVColdLoopSeal(quarterModel)Section9.1.2REPIPEInput9.1.2.1Unit2-ModelSectionA9.1.2.2Unit2-ModelSectionB9.1.2.3Unit2-quarterModel~TELEDYNEENGINEERINGSERVICES130SECONDAVENUEWALTHAM,MASSACHUSETTS02254617-890-3350 ~qPl'<'.~f< TechnicalReportTR-5364-2Revision05>TELEDYNEENGINEERINGSERVICESTABLEOFCONTENTS
1.0INTRODUCTION
2.0CONCLUSION
S3.0SYSTEMDESCRIPTION/DISCUSSION4.0THERMALFLUIDSANALYSIS4.1Introduction4.2RELAPModel4.2.1PressurizerConditions4.2.2ValveModeling4.2.3DischargePiping4.2.4quenchTank4.3RELAPModelControlVolumes4.4quarterModel4.5Unit2PORVModelBook1of10PAGE2-13-14-14-14-34-3444-114-114-124-194-204.6ValveFlowRateCalculation4.6.1SVFlowRate4.6.2PORVFlowRate4.7RELAPPlots4.7.1Unit2-400oSolidLiquidCase4.7.2quarterModel-ColdLoopSeal/SteamCase4.8ForceTimeHistoryPlots4.8.1Unit2-400oSolidLiquidCase4.8.2quarterModel-ColdLoopSeal/SteamCase4-23.4-244-254-28,4-29'-113=4-1294-1304-2014.9RELAPInput4.9.1PORVSolid400oLiquid4.9.2PORVSolid400oLiquidRestartBook2of104-2294-2304-250 i+~/'c..'I'II1A~P~~l+n<wv>7.(=-I')~tB>~-<tpic<>>,P)~,, .TechnicalReportTR-5364-2Revision04.10REPI,PEInputTABLEOFCONTENTSontinueATELECYNEexGWEmmSmvcsSPAGE4-2604.10.1ModelSectionAPORVUnit24.10.2ModelSectionBPORVUnit24.10.3quarterModel4.11APPENDIXA5.0STRUCTURALANALYSIS5.1DeadweightAnalysis5.2ThermalAnalysis5.3SeismicAnalysis5.4Force/TimeHistoryAnalysis5.4.1PORVTransient5.4.2SVTransient6.0ANAIYTICALRESULTS6.1StressSugary4-2614-2714-2784-2865-15-25-25-25-35-3546-16-16.1.16.1.26.1.36.1.4.6.1.56.1.66.1.76.1.8EquationEquationEquationEquationEquationEquationEquationEquationA-1StressesA-2StressesB-1StressesB-2StressesB-3StressesC-1StressesC-2StressesC-3Stresses6-66-186-306-426-546-666-786-836.2SupportLoads6.3ValveAccelerations6.3.1DBESeismicVa1veAcce1erations6.3.2PORVTransientShockandSVTransientShockValveAccelerations6-886-1256-1266-1306.4.6.56.6NozzleLoadsValveLoadsMiscellaneousCalculations6-1346-1406-1466.6.1ThermalBoundaryDisplacements6.6.2OBESpectra6.6.3DBESpectra7.0DRAWINGS
8.0REFERENCES
6-1476-1536-1607-18-1 TechnicalReportTR-5364-2Revision0rsTELEOYNEENGtNEERlNGSERVCESTABLEOFCONTENTSContinued9.0COMPUTERANALYSIS9.19.29.39.49.59.69.79.8RELAP/REPIPEInputDeadweight,,ThermalInput/OutputOBESeismicX-YInput/OutputOBESeismicY-ZInput/OutputDBESeismicX-YInput/OutputDBESeismicY-ZInput/OutputPORVTransientShockInputSVQuarterModelTransientShockInputBook3of10Book4of10Book5of10Book6of10Book7of10Book8of10Book9of10Book10of10 Technica1ReportTR-5364-2Revision0Section9.1.1RELAPInout TechnicalReportTR-5364-2Revision09.1.1.1PORVSolid400Liuid WC~.iQDQb0~)0QNDC')~~AiVWjOOn(9mC~~OvpIfgArca-cailICOWCIWW000Q~)ianaw~><<J0V'itOama4r~ 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AMERICANELECTRICPOMERSERVICECORPORATION2BROAOMAYNEMYORK,NEMYORK10004~.-;)~jTECHNICALREPORTTR-5364-1REVISION0j..gfiBOOK2OF15OONALOC.COOKNUCLEARGENERATINGSTATIONANALYSISOFPRESSURIZERSAFETY/RELIEFVALVESOISCHARGEPIPINGSYSTEMPERNUREG0737,II.O.l,UNIT1JUNE6,1983~TELEDYNEENGINEERINGSERVICES130SECONDAVENUEWALTHAM,MASSACHUSETTS02254617~3350 ~rr,II TechnicalReportTR-5364-1Revision0TABLEOFCONTENTS]<-TELEDYNEENGINEERINGSERVICESPAGE
1.0INTRODUCTION
2.0CONCLUSION
S3.0SYSTEMDESCRIPTION/DISCUSSION4.0THERMALFLUIDSANALYSIS4.1Introduction4.2RELAPModel4.2.1PressurizerConditions4.2.2ValveMode1ing4.2.3DischargePiping4.2.4QuenchTank4.3RELAPModelControlVolumes4.4QuarterModel4.5Unit1PORVModel4.5.1CondensateModeledCase4.5.2PORVModeledTransient4.6ValveFlowRateCalculation4.6.1SVFlowRate4.6.2PORVFlowRate4.7RELAPPlotsBook1of152-13-14-1434-34-44-554-164-264-364-364-364-404-414-424.7.1Unit1-Condensate/SteamCase4.7.2Unit1-400oSolidLiquidCase4.7.3QuarterModel-ColdLoopSeal/SteamCase4-464-1664-2444.8ForceTimeHistoryPlotsBook2of154-2604.8.1-Unit1-.Condensate/SteamCase4.8.2Unit1-400oSolidLiquidCase4.8.3QuarterModel-ColdLoopSeal/SteamCase4.9RELAPInput4-2614-3204-3924-4204.9.14.9.24.9.34.9.44.9.5PORVCondensate/SteamCondensate/SteamRestartPORVSolid400oLiquidPORVSolid400LiquidRestartSVColdLoopSeal(QuarterModel)4-4214-4394-448'-4674-472 t4<4 TechnicalReportTR-5364-1Revision04.10REPIPEInputTABLEOFCONTENTSContinued-i>-TEIEDYNEENGINEERINGSERVICESPAGE4-4784.10.1Unit1-ModelSectionA4.10.2Unit1-ModelSectionB4.10.3Unit2-(quarterModel)4.11APPENDIXA5.0STRUCTURALANALYSIS5.1DeadweightAnalysis5.2ThermalAnalysis5.3SeismicAnalysis5.4Force/TimeHistoryAnalysis5.4.1PORVTransient5.4.2SVTransient6.0ANALYTICALRESULTS6.1StressSumaryBook3of154-4794-4894-4965-15-25-2-5-25-75-75-86-16-16.1.16.1.26.1.36.1.46.1.56.1.6EquationA-1StressesEquationA-2StressesEquationB-1StressesEquationB-2StressesEquationB-3StressesEquationC-1Stresses6-66-176-286-39-6-506-616.2SupportLoads6.3ValveAccelerations6.3.1DBESeismicValveAccelerations6.3.2PORVTransientShockValveAccelerations6-726-1056-1066-1106.46.56.6NozzleLoadsValveLoadsMiscellaneousCalculations6.6.1ThermalBoundaryDisplacements6.6.2OBESpectra6.6.3DBESpectra6-1146-1206-1'246-1276-1336-1407.0DRAMINGS
8.0REFERENCES
7-18-1 ~4 TechnicalReportTR-5364-1Revision0iETELEDYNEENGINEERINGSERVICESTABLEOFCONTENTSContinued9.0COt1PUTERANALYSIS9.19.29.39.49.59.69.7RELAP/REPIPEInputOeadweight/ThermalInput/OutputOBESeismicX-YInput/OutputOBESeismicY-ZInput/OutputOBESeismicX-YInput/OutputOSESeismicY-ZInput/OutputPORVTransientShockInputBook4of15Book5of15Books6,7of15Books8,9of15Books10,11of15Books12,13of15Books14,15of15 TechnicalReportTR-5364-1Revision04-260ATELEDYNEENGINEERINGSERVICES4.8ForceTimeHistorPlotsThefollowingareforceversustimeplotsforeachpipesegmentatanodepointdescribedbythestructuralmodel.Adrawingindicatingforceplacementprecedeseachset(Unit1,Unit2).Sincetheforcetimehistorieswereplottedafterbalancingandmerging(i.e.SAP2SAPandMERGE),eachplotisunbalancedforceversustimefrom0.0to0.6seconds.Theproblemwasrunto0.6secondsbecauseallsignificantforcesintheareaofconcern(pipingaboutthePORV's)haddiminishedinthistime.Unit1(PORV)QuarterModel71segments26segmentsPlotSetTransient4.8.1Unit14.8.2Unit14.8.3QuarterModelCondensate/SteamCase(75Kofmodel)400oSolidLiquidCaseColdLoopSeal/SteamCase
TechnicalReportTR-5364-1Revision04-261rsTELEDYNEENQINEERINQSERVICES4.8.1Unit1-Condensate/SteamCase75Kofmodel TR-5364-1ATELEDYNEENGINERINGSERVICESRevision0Y~~+OATK~CHKOGY~L,SOATEN'~8~ZPCTddnc.nVp=Pyg~yg~-C7~o,y'~80SHEETNO.~OFgQCs~go+go3'soi(~go(yQQsaeFIGURE4.8.1-1 TechnicalRepo/t~~L~~-TR-5364-1Revisio0evMAMo~~e~ZCHKD.BY~~~OATE~Tgl/"Tyk/>>N/Jga=5@~5SHEETNO.~QF77PROJ.NO.~3ENG)NiERlfQQSERVICES4-263g2Qe(Die/az(~R438/8Qzia.O~~os~so(/zzQ)090/pg~Fz(~(Qj)//f///(Qy)~z(tQoOwQssQsv-~so~/n><'iQzsg~zh~zl/Qoo(+09e~zzQosFIGURE4.8.1-2 TechnicalRep+~$pLpDYNgpJQ)JQ+pJQS@gcp$Revision0Y~Q/~DATEg~l~gnnnYLPDATE~VS~4-264S~~~nu~8~,r~c--g~4<=~VJhlQT~W(lgs~QSHEET4OOFo~Ossa/Q50~Q~~OIQQzoQzsQsoFIGURE4.8.1-3
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'TechnicalReportTR-5364-1Revision04-518ATELEDYNEENQlNEERlNQSERVlCESSAPoIZ-P~-8CHKO.BY'YOATE~/AEP2)-C.COOKU~.V.gJQE'OOPSE'ALTURNIP.SI5TRlaUTIOAJSHEETNO.OF~8PROJ.NO.~'IIF&H6rhEAAgIA7l04Xr~~~&OIJLPOSSÃL.8Y....wAwi<(~confsM'vA77E'ALUF"5'cgrHFNwsrcAsw(yy=Q8'Fp5.-/40'WSpy'$05.(OF=465'0FFYIERF=$:2EnJEIT)-CAOQ-SFC7/OA'JAL/flf'FAC.,:ICÃreAPACirlFROMPAEE"S7g-./45+(PfK(-K'P(-(s~s)(zoz.se~o)=yz-.~i(zALI~8of'=e.Sz-XoS.SzAS5vAEmlsC.OC)P~AIAZLVyFFDVga.AVENABLET~PEiM7LJA'EOFlOOP~AL-gAL(ZZa.yg~gAL(VII/.O8CPA(1,~(.,lz-HcJR'PilCE.TEA!P.OFIOOPSEALgsz4t~NFalrI;N~ŽZANoFCCO4gJO'Fe.s('=z(7,-(~o)'=CdII8'rC~SggFAC<TaWPorPÃ~OArFA!IESSQ/IZE'gPAx.I-ISA7LowFieouPPzssuPIZEE~=80M()PFF..IMETALL1CIAGLUVNJH~rSewua.seCSC<OgqES..8a=S(E.<-</OJ5p=<SbAMUANJG;/IISIATIGrtJDIIAPEFACTf.'R'5=O.SE~ssfv/TYh=0-09(DIAJCEs'p+FA(zsA/EA'AMog)VEW:MAESui~8.'Vb.hAeaknf6Z4ZaIrIOnf)'*.STZeau-SOY.rrni&V.COVSrC=OYgÃX.(OR.-EFg'g"9}.,SFF(T"7-O)=(aO3)(OSg)%(4Xlg)$5%-rgZJ8A2)IArICAJ/~A77RAI~<FP"IAS~Sb4ICrl8LE~<FCrIJLOOPSZAZ.7EuP.V~sr&8DVC44AD, C,"IIl>>'p)AI>>r<.~A,r'A~f>>II>>I't~A<<~I>>A)>>'ll>>~'I>>~II TechnicalReportTR-5364-.1Revision04-519><TELEDYNEENQINEERINQSERVICESBY~~~DATECHKO.BYOATEN~~P~FZ'l<c/7TowD~~ww'A77onJgMr72SHEETNO.OFIgerms~ESpurtpro~.D.Mgy,@4'=-7.gye+wow-rgb~ra~(~).3)(/AZ0/47/ffv<4'eAP'-gyesHRg~~u&rZemAmnJD~~on~~4.Accu~~~eo~gww.op(E~)PdgVQ~V~MgPQ.Dpg=g+Idg~AsgweoCwcCtZ-a2-8z.Q.uJWo</PcuM6'z~Cper)fozrz~mr~Ea)c~)'go5WBV.w+sz,jspaz.~pp'6.Q248.2ypiez Ih~~~I~IICIfhiI 'echnicalReport4-520.R'o0'5TELEDYNEENQINEERINQSERVICESBY~~/OATE~~CHKO.BYOATEN~~7ggnLsrEMgs:domeurEEsrre~gcZ~wQsrsSHEETNO.gpI/roopdEFRPyrruzFIrEc)~gq~cystsC'f75'CQQncW'fWAE'5p+wYwear('Aog-D.Zb6-/.a(oWon1VEguOn/0.2-CI.6yppcI/~Errr<PEPJPEv+RSrch/ourrrurrricgo,P~VS~Sro~rroft ">-.ji~,ipgp~~ppg~Qp'-'"'7;.'h~p'<Q~"e><'c4~i~~~~~prigCsy\rkN\~'i/'Jrgrr>~~gs\I'Q~'C.,+i'YglCr./L>~r)t 'echnicalReportTR-5364-1Revision04-521ATELEDYNEENQINEERINQSERVICESQY+~DATECHKOBY~OATE~ZV8ECOHPvPSZlls&FNnr&~P'5iS'SHEETNO.OPZPROJ.NO.S&6+APE4VFMEOFPprffiyaR'fA4CnCe-P/ruFS~k'4~cKZSPZSVP(r4>)Ss7P2&P(res)X~6A'~roCom4FEjc-rwisr.Wi~<FWoy'nC'~P 8'='"3",H3P.CPU')P38ik'~'.:;,.~YQ2>2;aC'i"APP~,Hw.'l4.~I'Vhwe<<(.I('~LI'P'EtCII TechnicalReport4-522ATELEDYNEENGINEERINQSERVICES."~du.M.iCHKD.BYOXIDATE~~Oa'r7fNou~Mep'oen~~<SHEETNO.ORIgPROB.NO.~~WC~Wr'.F7~:2+78~9F'ragescrW~C<~r~)P&2OO23PgP-d.bg.o/zy'E~~(~CCgZNcrzrzzcSSri29-SZ/Curve.Fc&~Amrs~~u~W~r~Wc& E.~i,~r~r~'gq[~~>~gg~<r<<><'p!8,5S.0.'glWrr~<~~cr'r-II'WI~rWF1llCP~.~i~.~~~.~'4rII'rr .echnicalReport4-523"9lTELEDYNEENQINEERINQSERVICESI83QHKD.BYMDATEM~MSggcgVIAL/dAlP-f<fhj/PJA-c.C4AD,/52SHEETNOOF~PROJ.NO.Qg/t/0/<f4'4f40+,'<=~FRp~'~2oo~~cTsicF/AT)oiP/p+~SSS,F:HIETETEF~+.m~s=f~~S/FWw~~/(.oo8+~P=o.ocsyc Dol.'kitgMe-2i&-Controlg>GuRe4.e~~pofI'o'umentTECHNICALREPORTTR-5364-1REVISION0BOOK3OF15DONALDC.COOKNUCLEARGENERATINGPLANTANALYSISOFPRESSURIZERSAFEFY/RELIEI?VALVESDISCHARGEPIPINGSYSTEMPERNUREG0737,ILD.I,UNTF1JUNE6,1983 n=/~e+reueie.geeheig(jglJl$~'el.tjl>Ieg~~IeeeI'tee-'ee0a~t,<~~~Jie~,~I4~e(p/ffe AMERICANELECTRICPOWERSERVICECORPORATION2BROAOWAYNEWYORK,NEWYORK10004TECHNICALREPORTTR-S364-1REVISION0BOOK3OF15OONALOC.COOKNUCLEARGENERATINGSTATIONANALYSISOFPRESSURIZERSAFETY/RELIEFVALVESDISCHARGEPIPINGSYSTEMPERNUREG0737,II.0.1,UNIT1JUNE6,1983~TELEDYNEENGINEERINGSERVICES130SECONDAVENUEWALTHAM,MASSACHUSETTS02254617490-3350 4~CC1S~CCCICCC"3~C,.Cf'7CI~h4.CC,f~qr'C'~~~ TechnicalReportTR-5364-1Revision0TABLEOFCONTENTS-ATELEDYNEENQlNEERlNQSERVlCES'AGE1.0.INTRODUCTION
2.0CONCLUSION
S3.0SYSTEMDESCRIPTION/DISCUSSION4.0THERMAL.LUIDSANALYSIS4.1Introduction4.2RELAPModel4.2.1PressurizerConditions4.2.2ValveModeling4.2.3DischargePiping4.2.4QuenchTank4.3RELAPModelControlVolumes4.4QuarterModel-4.5Unit1PORVModel4.5.1CondensateModeledCase4.5.2PORVModeledTransient4.6ValveFlowRateCalculation4.6.1SVFlowRate4.6.2PORVFlowRate4.7RELAPPlotsBook1of152-13-14-1434-34445454-264-364-364-364-40d-4]4-424-454.7.1"nit1-Condensate/SteamCase4.7.2Unit1-400oSolidLiquidCase4.7.3QuarterModel-ColdLoopSeal/SteamCase4-464-1664-2444.8ForceTimeHistoryPlotsBook2of154-260,4.8.1Unit1-Condensate/SteamCase4.8.2Unit1-400oSolidLiquidCase4.8.3QuarterModel-ColdLoopSeal/SteamCase4.9RFLAPInput4-2614-3204-3924-4204.9.14.9.24.9.34.9.44.9.5PORVCondensate/SteamCondensate/SteamRestartPORVSolid400oLiquidPORVSolid400oLiquidRestartSVColdLoopSeal(QuarterModel)4-4214-4394-4484-4674-472 l<<~(~~<<t<<<<<<~Alg<<~<<t<<<<)tI~I~<< Technica1ReportTR-5364-1Revision0e4.10REPIPEInputTABLEOFCONTENTSContinued.>ETELEDYNE-ENGINEERINGSERVICES.PAGE4-4784.10.1Unit1-ModelSectionA4.10.2Unit1-ModelSectionB4.10.3Unit.2-(quarterModel)4.11APPENDIXA5.0STRUCTURALANALYSIS5.1DeadweightAnalysis5.2ThermalAnalysis5.3SeismicAnalysis5.4Force/TimeHistoryAnalysis5.4.1PORVTransient5.4.2SVTransient6.0ANALYTICALRESULTS6.1StressSummar'yBook3of15<-4794-4894-4965-15-25-25-25-75-75-86-1'-16.1.16.1.26.1.36.1.46.1.56.1.6EquationA-1StressesEquationA-2StressesEquationB-1Stresses.EquationB-2StressesEquationB-3StressesFquationC-1Stresses6-66-176-286-396-506-616.2SuoportLoads6.3ValveAccelerations6.3.1DBESeismicValveAccelerations6.3.2PORVTransientShockValveAccelerations6.4NozzleLoads6.5Va1veLoads6.6Nisce11aneousCalculations6.6.1ThermalBoundaryDisplacements6.6.2OBESpectra6.6.3DBESpectra7.0DRAMINGS
8.0REFERENCES
6-726-1056-1066-1106-1146-1206-1266-1276-1336-1407-18-1 VI~ewt1'l TechnicalReportTR-5364-1Revision0riTELEDYNEENGINEERING'ERVICESTABLEOFCONTENTSContinued90COi1P~JTE.ANALYSIS9.1RELAP/REPIPEInput9.2Deadueignt/ThermalInput/Output9.3OBESeismicX-YInout/Qutout9.4OSESeismicY-ZInput/Output9.5OBESeismicX-Yinput/Output9.6OSESeismicY-ZInput/Output9.7PORVTransientShockInputBook4of15Book5of1.5Books6,7of15Books8,9of15Books10,11of15Books*12,13of15Books14,15of15 '830(VRHE'.IwCI.'c/,2~1:.":.9>.EP$'c:p+~llfa><~r.,~i"trxvI'Jba'~ TechnicalReportTR-5364-1Revision05-1>i-TELEDYNEENQINEERINQSERVICES5.0STRUCTURAIANALYSISDeadweight,thermal,seismicandforce/timehistoryanalyseswereperformedforthepressurizersafetyandreliefvalvedischargepipingusingtheTMRSAPcomputerprogram;amodifiedversionofSAPIV.ThecomputermodelusedwasbasedonTESisometricdrawingE-5763,Revision2whichisshowninSection7.0.Ingeneral,thestructuralanalysiswasdoneinaccordancewithAEPl.etterdatedNovember29,1982fromMr.SamUlanofAEPtoMr.L.B.SemprucciofTES(Reference2)andAEPletterdatedMarch15,1983fromMr.SamUlanofAEPtoMr.PatHarrisonofTES(Reference3).Section6.0containsalloftheresultsfortheanalysesperformed.OnlythepipingshownondrawingE-5763wasincludedintheanalysis.Branchlinesnotinthescopeofworkweredecoupledinaccordancewiththeprocedure~~outlinedinTESletter5364-21datedFebruary2,1983(Reference8);thatisifthemomentofinertiaofthemainrunofpipeisgreaterthanorequalto40timesthemomentofinertiaofthebranch,thebranchlinewasdecoupled.Valvedrawing88405-1listedtheweightofvalvesNM0-151,152and153asbeing352poundsandthisvaluewasused.byTESinthedeadweightandseismicanalyses.However,perReference7,TESwasinformedbyAEPthatthevalveweightwasactually400pounds.TESimmediatelyreranthedeadweightandseismicanalysesandobservedaminorincreaseinseismicresults,whichwereoffsetbyadecreaseindeadweightresults.Thedecreaseindeadweightresults,intheopinionofTES,indicatestheconstantforcesupportsnearthevalvesareoversupportingthepipe.Thenetresultofthevalveweightchangewasconsiderednegligibleandsincepipestressesandsupportloadshadalreadybeenextractedandcalculatedbasedonthe352poundvalveweight,itwasdecidednottorevisethedeadweightandseismicanalyses.Thevalveweightwaschangedto400poundspriortoexecutingtheforce/timehistoryanalysis. 83'".>tVRB.",'>~p~9~9oI~(\P.Q~I*'~~~i5;:~C52.i:it)il'"Vtps(h'V~I0 TechnicalReportTR-5364-1Revision05-2-ATELEDYNEENGINEERtNQSERV(CES5.1DeadweihtAnalsisTheeffectsofpipeweight,wate~weightandinsulationweightwereconsideredinthedeadweightanalysis.Inaddition,concentratedweightswerelocatedwhereverbranchlinesweredecoupled,atflanges,andatvalvecg's.TheweightsusedfordecoupledbranchlineswerecalculatedinaccordancewiththeproceduredefinedinTESletter5364-25,datedFebruary14,1983(Reference9).PerReference3,onlythenormaloperationdeadweightcasewasanalyzed.AsugaryoftheweightsandforcesappliedinthedeadweightanalysisareshowninTable5-1.5.2ThermalAnalsisTwothermalcaseswereanalyzed;normaloperationandPORVoperation.TemperaturedistributionsforthePORVcasewereobtainedfromtheRELAP5output.Throughoutthisreport,thermalcase1referstonormaloperationandthermalcase2referstoPORVoperation.Boundarydisplacementswerecalculatedforthequenchtanknozzle,pressurizernozzlesandsupport1-GRC-R-616,whichconnectstothepressurizer,forboththermalconditionsanalyzed.ThesecalculationsareshowninSection6.6.5.3SeismicAnalsisSeismicanalysiswasperformedforboththeoperatingbasisearthquake(OBE)anddesignbasisearthquake(DBE).Foreachoftheseconditions,twoanalysesweremade;oneconsideringresponsespectraappliedintheXandYdirectionsandoneconsideringresponsespectraappliedintheYandZdirections.TheresultsinSection6wi11bebasedonthegreaterofthesetwoanalysesforallvaluesreported. 2IA'4~".Xe'j+-.~yO'Q(~iPTV.icc'2>4M'-H9V(..ll.:Z."'lT\'VI.LJJI~g~~l)eqyi~w~0)$fWg.>>fAd',QQ>7<.I.'~-.tlL'~tJf;'V.wC~i TECHHICALREPORTTR-536h-I5-3REV>>HO>>TELEDYNEENGINEERINGSERVX>>IIIi!it!i!!tttittttitttttttttttttttitttit!it!i!it!!!!it!iPROJECT>>536h6JUHE1983D>>C>>COOKUHITiDEADIIEIGHTDATATABLE5-1tititttttttttttttttttttttttttttttttttttttttitttti!!!itCES>>>>SEE=DATEl&C8+cIDL4DATEC4zSHEETHO>>OFHAINRISERIIIIII4II260INODES1IITHRU206IITHRU~95II12'CH>>4012'CH>>406'CH>>40SI34>>748II4>>458II1.582IIPIPESIZEIDIST>>WEIGHTIILE<S/INIIICONTENTSIPIPE/INSULATIOH/WATERIIPIMIIPIWIIPIMI'0FLANGEWEIGHTDISTRIE<UTEDOVER2042'DDEDTOPIPEWEIGHTAPPLIEDFORCESIIINODEIFORCEIIIIIII70I1200IINOTE'PPLIEDFORCESREPRESENTTHNODESINDICATED>>ALLFORCES48ILBS~III,IIIESETTINGSOFCAREAPPLIEDIHCONCENTRATEDWEIGHTSIIINODEIWEIGHTLBS.II.aOOOII1001I.)0IIONSTAHTFORCESUPPORTSATTHETHEkYGLOBALDIRECTIONSRVLOOPIIIIII-IIIIIIIIIIPIPESIZEIDIST.MEIGHTICONTENTSI-ILBS/INIPIPE/IHSULATIOH/WATERINODESIII1>>582IPIM97THRU109I6'CH>>405III110THRU115I6'CH.405I2.632IPI'III120THRU130I6'CH.160I5>>575IPIWIII132THRU138I6SCH,16OI4.9O4IPIII(REFERSTOSRVLOOPCOHTAINIHGVALVESV-45CrTHISHOTATIOHISTYPIC<OFLOOPSBAND*ALSO>>)APPLIEDFORCESIICONCENTRATEDWEIGHTSIIINODEI101IFORCELBS>>III1421067.INODEIWEIGHTLBS;III116I.81III1170I685.II118I164I I'&III>>~II*~4I~* TECHHICALREPORTTR-5364-15-4REVeHOeSRVLOOPeII(,'ELEDYNEENGINEERINGSERVICEDT~DATE'ftttttttttttttttttttttttttttttttfttttttitttttftttttttceeeuEe'k~~PROJECT>>53646-JUHE1983DeCeCOOKUHIT1DEADIIEIGHTDATATable5-1(Cont)tttttttttttittttttttittiittttitttttttttttittttttttttttSHEETHO,OFNODES142THRU158THRU170THRU181THRUIIPIPESIZEII157I6'CHe40SI165I6'CH>>40SI180I6'CHe160I185I6'CHe160IIDISTeWEIGHTIILBS/INIIII1e582IIII2e632III575IIII4e904IIICO'NTENTSF'F'E/INSULATIOH/WATEROr"F'MOFOiO0OAFPLIEDFORCESIIIINODEIFORCELBS.IIIICONCENTRATEDWEIGHTSIIINODEIMEIGHTLBSeII1591074I164I81II1660168I685I164SRVLOOPNODESIPIPESIZEIIIDISTeWEIGHTILBS/IHIICONTENTSIF'IF'E/INSULATION/WATERI206THRU216220THRU2".5I6'CHe40SII6'CHe40SII229THRU237I6'CHe160I-II1.582II2e632II5575IIPIMIIPI.MIIPIMI238THRU.44I6'CHe160II4.904IIPIMIAPPLIEDFORCESIICONCENTRATEDWEIGHTSIINODE221IFORCELBS,IIII1025IIIINODEIMEIGHTLBSeII224I2260III.).)8685164 ~'cC(p/%5~~ TEC)IICALREPORTTR-53645-5REVeHO>>0TELEDYNEEHGXNEERXNGSERVXCESttttttttttttttttttttttttttttttttttttttttttttttttttttttPROJECTS53646JINE1983D,C,COOKu)IIT1DEAD))EIGHTDATATable5-1(Cont)itttttiititiitttttitttttttttttttttitttttittttttttttttt8Y-~~~eeTEkddcHKD~4+DATE~~W4SHEETHOeOFPORVLOOP153(REFERSTOF'ORVLOOF'ONTAININGVALVESNHO-153ANDNRV-153<THISNOTATIONISTYPICALOFLOOPS15.AND151ALSO)NODESIIIII295IIIPIPESIZE6'CH.40SIDIST,WEIGHTICONTENTSILRS/INIF'IPE/INSULATION/WATERIII1~58IPIII560THRU534IIII533THRU525III3'CHe40S3'CHe40SI510THRU480I3'CH.160III475Tl)RU450I3SCHe160I)I440THRU590I4'CHe120III595THRU750I6'CHe160IIIe632Fe5IIIQrI1.948II1e753IIII2e200IF'II4e825II1e190IP>IOiAPPLIEDFORCESIIINODEIIFORCELRS.IICONCENTRATEDWEIGHTSIIINODEIWEIGHTLRSeII480I59II485II658IIII811IIII1159III516100210033521414 I~~~e~Vt~IK~I11N 5-6TECHHICALREPORTTR-5364-1TELEDYNEENGINEERINGSERVICEStttittittittttttttttttttttttttttttttttttttttttitttttttPROJECTD53646JUHE1983DiCiCOOKUkIT1DEADIIEIGHTDATATable5-1(Cpnt)ttitttttttttttttttttttitttttitttttttttttttttttttttttttSHEETkOD==F0DI-bP-h--DDIEkl@lgCHIDEk~DATE6I/~iAPORVLOOP152NODESI300THRU335II340THRU370II375THRU385II400THRU435IPIPESIZE4'CHD40S3'CHWA40S3'CHi40S3'CHD160IDIST.WEIGHTILBS/INII6899II6632II19190II1.948IIPIIOwICONTENTSIF'IPE/INSULATION/WATERIOrIOrIOrOIAPPLIEDFORCESIIFORCELBS.IICONCENTRATEDWEIGHTSIIINODEIWEIGHTLBS.II382431638II930I391411480352PORVLOOP151NODES335I610THRUII$35THRUI625660IIPIPESIZEIDIST.MEIGHTICONTENTSILf<S/INIF'IPE/INSULATION/WATERII3'CH.40SI.632QrIMIISCHD40SI19190IPIWIII'CH,160I1,968IgiQIQWI-IAPF'LIEDFORCESIICONCENTRATEDWEIGHTSIIINODEII620IFORCELBSDII783NODE631IWEIGHTLBS6I48035HOTElTHEVALVEWEIGHTSOF352LBS,LISTEDFORTHE'THREE.PORVLOOPSIKNOWNTOBEINCORRECT,F'RAMENDEDINFORMATION,THESEWEIGHTSWERE.CHANGEDTO400LBS.THF48LBDIFFERENCEMASHOWEVERrDETERMINEDT;HAVENEGLIGIBLEAFFECTONTHEANALYSISD(SEESECTION5) 83.3lVR~p(i\~~C'.s(l~n4,6l'rIIgP4k'y~tr TechnicalReportTR-5364-1Revision05-7<iTELEDYNE,ENGINEERINGSERVICESFortheOBEanalysis,thehorizontalspectrawasobtainedbyenvelopingContainmentCraneWallFiguresforelevations,651'-3",663'-4",675'-4"and687'-6".Thefiguresusedwerebasedon.5Xequipmentdampingand2Xstructuraldamping.Priortoenvelopingthefigures,thepeaksofeachcurvewerebroadened+/-15K,inaccordancewithNRCRegulatoryGuide1.122.FortheverticaldirectionContainmentBaseSlab,elevation597'6"wasusedwith.5Xequipmentdampingand2Xstructuraldamping.Thepeaksofthiscurvewerealsobroadened+/-15Kandtwo-thirdsofthevalueobtainedfromthefigurewasusedinthespectra.FortheOBEanalysis,thespectrawereobtainedforthehorizontalandverticaldirectionsinthesamemannerasforthehorizontaldirection;exceptthat5Xstructuraldampingwasusedratherthan2X.TheproceduresdescribedaboveareinaccordancewiththeNovember29,1982letterfromAEP(Reference2)andTESletter5364-33,datedApril8,1983(Reference10).ThepeakbroadenedfiguresusedandspectraobtainedaredetailedinSection6.6.5.4Force/TimeHistorAnalsis5.4.1PORYTransientTwopotentialPORYtransientsexist,condensateandsolidwater.BasedonapreliminaryanalysisbyTES,itwasdeterminedthatthesolid.watercasewasthedominatingconditionthroughoutthepipingsystem.Basedontheseresults,onlythesolidwatercasewasanalyzed.Thesolidwateranalysiswasperformedatonemi11isecondintervalsforalengthofonesecond.Allloadspeakedprevioustoonesecond,indicatingthattheanalysiswasperformedforasufficientlengthoftime. TechnicalReportTR-5364-1Revision05-8<iTELEDYNEENGINEERINQSERVICES,5.4.2SVTransientTheSVtransientconditionwasnotanalyzedforUnit1basedonthequartermodelSVtransientanalysisperformedforUnit2.Thatanalysis,whichconsideredtheopeningofonlyoneSVvalve,resultedincatastrophicfailureofthepipingsystem.OuetothesimilarityoftheUnit1andUnit2pipingsystems,itwasconsiderednotjustifiableeconomicallytoanalyzetheSVtransientforUnit1untilthesystemwasmodified.Theresultsofthe1/4modelSVanalysis.aregiveninTESTechnicalReportTR-5364-2,Revision0(Reference6). TechnicalReportTR-5364-1*Revision06-1-.>s-TELEDYNEENGINEERINQSERVICES6.0ANALYTICALRESULTS6.1~i<<kStresscalculationswerebasedonthe1967EditionoftheANSIB31.1Code(Reference11),theAEPletterdatedNovember29,1982(Reference2),andtheAEPletterdatedParch15,1983(Reference3).Thestresscombinationsperformedwere:A1normalpressurestress+deadweightstressQShA2normalthermalstressrange((1.25Sc+.25Sh)B1normalpressurestress+deadweightstress+OBEstress(1.2ShB2PORVtransientpressurestress+deadweihtstress+(OBEstress)2+(PORVtransientshockstress,)21~2(1.2ShB3PORV.transientthermalstressrange((1.25Se+.25S)-C1normalpressurestress+deadweightstress+OBEstress(1.8ShStresseswerenotcalculatedforequationA3sinceallnodepointspassedtheequationA2stresscriteria.-TheequationC2stresseswerenotcalculatedsincetheSVtransientshockanalysiswasnotperformed,basedontheUnit2quartermodelanalysis(seeSection5.4.2).EquationC3stressesdonotexistsinceTESdidnotanalyzefortheSVtransientthermalcondition,seeSection5.2.TheTMRPASScomputerprogramwasused,whenpossible,toaidinthestresscalculations.Theprogram;however,doesnotallowforintensificationsfactorstobeomittedinthetorsionaldirectionasdoestheB31.1code.Therefore,thestressespresentedconsider,atanyintensifiednodes,allmoments 4c',jJ TechnicalReportTR-5364-1Revision06-2-r<-TEtEDYNEENGINEERINQSERVICEStobeintensified.ForequationB2,threenodes,(540,533and4358),originallyfailedthismoreconservativemethod.Inordertonotexceedthestresscriteriaatthesenodes,theintensificationfactorwasremoved,byhandcalculations,inthetorsionaldirectionforasmanyoftheloadingconditionsasnecessary.TherevisedstressvaluesarepresentedintheappropriateTable.AllowablestresseswereobtainedbyusingthemaximumtemperaturethepipingexperiencedduringanyloadingcasetodetermineSh.ThevalueofScwasbasedon70oFperReference2.Asumaryoftheal.lowablestressesisgiveninTable6.1-1.Section119.6eloftheB31.1codeindicatesthatthethermalstressrangestresscalculationsshallbebasedontherangebetweentheminimumand,maximumtemperature.i%eitherequationA2orB3allowsforthiscriteria,however,theworstthermalmomentsduetobothconditonsanalyzed,plusthecaseofnoexpansion,wasanalyzedandfoundtobesatisfactory.Stresseswerecalculatedasfollows:PressurePd~.D~-d2Deadweiht~75iliThermal~iMZ kQt">CG'~I' TechnicalReportTR-5364-1Revision06-3riTELEDYNEENGlNEERINGSERVlt-ESSeismic~75iMForce/TimeHistory~75iMwhere:d=insidediameterofpipep=outsidediameterofpipei=intensificationfactorMA=resultantmomentduetodeadweightloadingsM8=resultantmomentduetoseismicloadingsMC=rangeofresultantmomentsduetothermalloadingsMp=resultantmomentduetoforce/timehistoryanalysis
TECHHICI'ILREFORTTRREVIHOI)5365-16-4TFDYHEENGINEERING8ERVICESi!i!!!i!i!i!i!fii!ii!iii!i!i!i!i!i!i!i!i!!iii!!!i!!ii!FROJECT:5364"8AT1983~i..C,CUOKUH?T1SUIlIIRRYOF>>LLOIIABLESiiigiktliiiifiiiiiffiiifffifiifiiiiiiiliffiiililfiiffkaI>ATE+4SHEET>IOF=O:"HII.-----~NI~&l/TABLE6.1-1>I>'>TINI.E."-.>EH!}>1.I)5~,IIIa~~t;ha.:II~,IllIIrIIIII,~I~1>IaaPa'ar~~I~'\Ia>>ta<<~LaI""lI'L'arI.u7l'l~v~II'~~II)rII'P~l<<al~IIIIalv1'll~IImr.hpamtIlar<<lt'lI3III-'aa78~gra~IIIIlIwhP,Ilgvglhl'Ihra'IIJi~IIArtfaIl~-~aI~hvtILar'5G7G~II'\QtgA"Qan>gIar)praII;VBESa.VOVRPtltalAU~Aaa~aAIIPPAtl.~IrlLSLLIri'IttI'iRJ'-'6a~nt.ptraAA~IUVf.)L'IArranra>'TA~~I<<ICa'll<<~A!a~rrtII~~IIAPAaTat<<E1F~~IaaI'CnaIIIVnrCgvAI<<<<)~~n<<IIICIa<<~~rVi;!3)~II.anil~'I~nIIIXJIaa)a~C~al~htV~Ata<<anilIIaa.IaAV~~rlI~~I~~rl~~UIItnVl57ThRU'.lvII~vat'aAII~IaIlatV~a>d1atV~'Irl~anil~raCI~a.Ia>IIJ4<<at~anr)<<aIAUa-'a<<3IIRUr\$~aAC.3iRV;gnt$0alI>C<<)11a>t)<<aS)V3lil10!lt"40i.!600iI.'6000III-IIaIUn1P~IhnraAPIPAltVl1'IUUCraLILaaaalIAllaIttr.I'h.LLVrthL'ILI>>l~IlaI~I8TOTIIE"iVt'""F'URT>)ri'llHIO"-'LU~"-'v'--I'SHO"i"'I'"-'"F'I""LI'vTE(a>)IihlaLLa<<r4fal"<<>Ii~v>'5/~<<BE~IOFLAUOFSBANrlI'I>'ILSOI 1 ,ECHNICALRCPORTTRIREV.ilOOveeI>>546-5<<ttttttt<<ttttttxtttttttttttttt<<tttttt<<ttttttttttttttttPROJECTS536428HAYIS'83OIC,COOKUNITI=.UIIIIARYOFALLOMABLESttttgtttttttttttt<<tttt<<ttttttttitttttt<<tttttttttttttttTABLE6.l-l(cont.):-=I=DVXE:I:-NSXNE:E:rirNSSE:F"VXCES8YCRCDEI226SHEETHONTE&74MIIT6X&+gFO<<pr>>I)~il'Ie>>(>>.I('\rtLl,THOUJ55IiAT'"P.'lALI80-J'"-.')0->"ETTPt,"hTI'RIE-I!F)iI-h<PSI)'14$~iGIIl~>>Ur.AtyIXJ't0e>>0IAt4'>>etIIII"iI>>~50TISRU~0iA-3I(>->0.1Ir>>h<<,>>>>~)P1gt0>>J>>>>553I'tv~0014:300'F000PGRVLQQP15>>~~I-----'I(70ES~00rett>>U8>>IIIIIII-'00'Ilfbi31'e>>ver'rt,~rI,IrtI4>>I1hL(hq<<gA~>>>>.)hu1>>)0aPete,,IA.>>rCuu*tITErII"ERATURE-I13I.054'Ir>>J'\>>F)IIIIII'>>IIe'eh(t01jx48~J81I~00=4"00IlIIIIIIIAt)j>>IIjan&>>e~~,L>>JI~>>'.I'tt72'EG.i10iIIRuu.0TMIe>>11AII'I>>J1<<'e'>>VtReERATUI1EI'.F)III"480Sh;IF>>ST)1>>tC'>>>>J0A1e.r~IPIIr~IALIIibu'iiw're>>CJr(t>>IIII.'05>>.trJ541-),>>00'1-$~00"r<<JRV,'u8P'15'1I'Ei.E<<1$'THEPt)RVLuOP'Itt>>7'1>>It'cts0'i'!IelV"L51ITI'IIS1ST'>>PASCALCONTAItIIi'IGVALVE."QFLOOPS"a5"AHO TechnicalReportTR-5364-1Revision06-6.ATELEDYNEENGINEERINGSERYICES6.1.1EuationA-1Stresses
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITPlPROJECT53646-7ATELEDYNEENGINEERINQSERVICESrBY:DATE:~-89CHECKEDBY:+@DATE:+9r+>STRESSSU%9RY-EQUATIONAlNODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)C.Z,Z/Z.2 TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT5'1PROJECT53646-8BY:CHECKEDBY:DATE:~S85DATE:~>~++-ATELEDYNEENGINEERINGSERVICESSTRESSSU%ANY-EQUATIONAlNODEPPRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)ALLOMABLESTRESS(KSI)/G,7ZZnn Technica1ReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-9.-r<-TELEDYNEENGlNEERlNGSERVICESBY:4'ATE:-9CHECKEDBY:PADATE:++&STRESSSU%CRY-EQUATIONAlNODE8'RESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATION'lSTRESS(KSI)ALLOWABLESTRESS(KSI)adoJ0V~85;997'5.i/GO/OZ7/.o
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TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT4'1PROJECT53646-11BY:CHECKEOBY:DATEDATE:~>~9<iTELEDYNEENGINEERINGSERVICESSTRESSSUWARY-EQUATIONAlNODE8PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)/.oEQUATIONA1STRESS(KSI)/0ALLOMABLESTRESS(KSI)/5://.//.9/'.2/Z7.7
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITglPROJECT53646-12-rsTEU23YNEENGlNEERINGSi2V/ICESBY:DATE:CHECKEDBY:~~DATE:+~/8+STRESSSUGARY-EQUATIONAlNODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS.(KSI)EQUATIONAlSTRESS,(KSI)ALLOMABLESTRESS(XSI)/KS/,oj.jI./4'.9 TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT¹1PROJECT53646-13BY:CHECKEDBY:DATc.OATE:5/>/8A-TELEDYNEENGlNEERlNGSERVICESSTRESSSUh%0RY-EQUATIONAlNODE¹'RESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)fQUATIONA1STRESS(KSI)CjfALLOWABLESTRESS(KSI)9.79./'/gg/,7F~rng
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT¹1PROJECT53646-14ATELEDYNEENGINEERINGSERVICESBY:CHECKEDBY:STRESSSO%CRY-EQUATIONAlNODE¹PRESSURESTRESS(KSI)2,1DEADWEIGHTSTRESS(KSI)EQUATIONAlSTRESS(KSI)ALLOWABLESTRESS(KSI)/0,+///.I'48/qadi/.o5./6./gpg,/f./,8/./
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-15BY:CHECKEDBY:OATE:+~-B9OATE:+~~~8~ATELEDYNEENG)NEERlNGSERVCESSTRESSSUSlARY-EQUATIONAlNODE8PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)/Q,Og/0cg77g~<507A7g
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-16BY:CHECKED'BY:DATE:DATE:+>)+>-ATELEDYNEENGINEERINGSERVICESSTRESSSUWQRY-El+ATIONA1NODEPPRESSURESTRESS(KSI)Z.qDEADWEIGHTSTRESS(KSI)EQUATIONA1STRESS(KSI)ALLOWABLESTRESS(KSI)E.o7.g/4.~ TechnicalReportTR-5364-1Revision06-17r>TELEDYNEENGINEERINGSERVICES6.1.2EqUationA-2Stresses
TechnicalReportTR-5364-1Revision0~~6-18EENGINEERINGSERVICESDONALDC.COOKUNIT81PROJECT5364BY:YDATE:CHECKEOBY:'KBATE:5/9/88STRESSSENARY-EQUATIONA2NODE8NORMALTHERMALSTRESS(KSI)ALLOWABLESTRESS(KSI)7g3!3i9rg/Z7.Q
TechnicalReportTR-5364-1Revision06-199sTELEDYNEENGINEERINGSERVICESDONALDC.COOKUNITtlPROJECT5364BY:DATE:CHECKEDBY:.NRDATE:59d3STRESSStlRY-EQUATIONA2NODE8NORMALTHERMALSTRESS(KSI)//./j/.0ALLOWABLESTRESS(KSI)Z7.(c/gQl7.9/,2P/2/nn2 TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-20'Y:CHECKEDBY:kW7DATE:9$$gDATE:~/>/d9PiTELEOYNEENGINEERINQSERVICESSTRESSStWARY-EQUATIONA2NODE8NORMALTHERMALSTRESS(KSI)2./ALLOWABLESTRESS(KSI)ggZda2.g9//07
TechnicalReportTR-5364-1~~~Revision0DONALDC.COOKUNITg1PROJECT53646-21riTELEDYNEENGlNEERINGSERVICESBY::,DATE:CHECKEDBY:M~kDATE:X/H/+9STRESSSU%CRY-EqUATIONA2NODE8NORMALTHERMALSTRESS(KSI)ALLOWABLESTRESS(KSI)7(g+/y//m//+2.9/ZZ/gal,/9o/07.9
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TechnicalReportTR-5364-1Revision06-23riTELH3YNEENGINEERINQSERVCESDONALDC.COOKUNITPlPROJECT5364BY:CHECKEDBY:DATE:DATE:~XISTRESSSUWORY-EQUATIONA2NODE8NORMALTHERMALSTRESS(KSI)/7.0AlLOWABLESTRESS(KSI)g7.9gTZZZZ/T./Z~SoZ.Zzz/.7p.5+/~7.Z ~~~~$~~ TechnicalReportTR-5364-1Revision06-25PiTELEDYNEENGINEERINGSERVlCESDONALDC.COOKUNITglPROJECT5364BY:DATE:9985'HECKEDBY:4PEDATE:+8g9STRESSSU%CRY-EQUATIONA2NODE0NORMALTHERMALSTRESS(KSI)gOALLOWABLESTRESS(KSI)570g7.0S7z.8/.9
TechnicalReportTR-5364-1Revision06-26OETELEOYNEENGlNEERINGSERVlCFSDONALDC.COOKUNITPlPROJECT5364BY:~DATE:CHECKEDBY:5%3>DATE:W/Z/g3STRESSSUWARY-EQUATIONA2NODE8NORMALTHERMALSTRESS(KSI)ALLOWABLESTRESS(KSI)b.i7.9/D,o2,/A7.'(7.87Cj'.O29l.z,7 I TechnicalReportTR-5364-1Revision06-278>-TELEDYNEENGlNEERlNGSERVICESDONALDC.COOKUNIT81PROJECT5364BY:,-DATE:-9CHECKEDBY:~DATE:~7++i79STRESSSUNDRY-EQUATIONA2NODEtI'ORMALTHERMALSTRESS(KSI)ALLOWABLESTRESS(KSI)zog,//Z'5:o7,QQ/870
TechnicalReportTR-5364-1Revision06-28rsTELEDYNEENGINEERINGSERVICES6.1.3EuationB-1Stresses
TechnicalReportTR-5364-1vision06-29ATELEDYNEENGlNEERlNGSERVICESDONALDC.COOKUNITflPROJECT5364BY:DATE:~CHECKEDBY:+10DATE:5~/gQSTRESSSUGARY-EQUATIONBlNODE8./0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)OBESTRESS(KSI)EQUATIONB1-STRESS(KSI).z(xz)/,7.Y8.8>'zvzZVEALLOWABLESTRESS(KSI)2o,/,Z;Z~Zy'2 TechnicalReportTR-5364-1vision06-30ATELEDYNEENGlNEERINGSERV)CESDONALDC.COOKUNITPlPROJECT5364BY:>'DATE:~~~~CHECKEDBY:~DATE:~gg8~STRESSSUGARY-EQUATIONB1NODE0PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI).OBESTRESS(KSI)EQUATION81-STRESS(KSI)ALLOWABLESTRESS(KSI)yEZo./NyZo.o0xY,9yz,5xY.Z TechnicalReportTR-5364-1vision06-31rsTELEDYNEENGINEERINGSERVICESDONALDC.COOKUNITf1PROJECT5364BY:~DATE:~ggCHECKEDBY:DATE~~ZggSTRESSSllSQLRY-EQUATION81NODE8AzE/<Z8'80/OO/Og/o4PRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)99OBESTRESS(KSI).77.gEQUATIONBl-STRESS(KSI)PIXY,8w>7xf,6xv/,8x)'.DxV79XV6'9xi/.8x!/./XY/./Xv/.//./sy/.9xyALLOWABLESTRESS(KSI)/8,//8.//8.9/8,Z TechnicalReportTR-5364-1vision06-32-r<TELEDYNEENGINEERINGSERVICESDONALDC.COOKUNITflPROJECT5364BY:CHECKEDBY:,~DATE:~9DATE:~5/3ggSTRESSSCARY-EqUATIONBlNODE8PRESSURESTRESS(Ksr)DEADWEIGHTSTRESS(KSI)OBESTRESS(Ksr)EQUATIONBl-STRESS(Ksr)ALLOWABLESTRESS(Ksr)/7xv182/og//0//Z//do//6/,87/>+2./xr'~8P'8xyZzx'y/'BZ/7,8/g77.9gCj7/x'>'9xY/'.9xxI/tz/.a/.9/.9/.X,Z TechnicalReportTR-5364-1vision06-33ATELEOIt'NEENGINEERlNGSERVICESDONALDC.COOKUNITflPROJECT5364BYDATE:$-$CHECKEDBY:W~DATE:W9IgSTRESSSUGARY-EQUATIONB1NODETIPRESSURESTRESS(KSI)DEADWEIGHTSTRESS(KSI)OBESTRESS(KSI)EQUATIONB1-STRESS(KSI)ALLOWABLESTRESS(KSI)A'8/.9yz/,zg./V'~Q.bv==i.Z7,d7,/zyz/7.'~A2iiYc//wi8//8Z2"/l,'7W~yp,7xv/.8vzi'70Y'270Yz6.+vz~.5yZ/.0
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TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-787sTELEDYNEENGINEERINGSERVICESSUPPORTLOADSUSORYSHEETBY:DATE:->-89CHECKEDBY:~~DATE:GLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER/-68'C-C-P9nNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCES.MOMENTSDEADWEIGHT-1THERMAL-2SEISMIC-OBESEISMIC-OBEBLOWDOWN-SRVBLOWDOWN-PORV.087-,o/8~Dog-,C'0&/.09'.DDZ.DD5w.c'ce-.c,'c6-OZZ-.o/5M7FXFY/ZOOMXMYNORMAL/UPSETEMERGENCYTESCOMBINEDLOADSFZDESIGN(+)DESIGN(-)SUPPORTDRAWINGLOAD""Z/@GOUNITS:DISPLACEMENTS:INCHES~~FORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING 8 TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-79SUPPORTLOADSUMMARYSHEETBY:CHECKEDBY:IgDATE:+-i)-pAypwD6/I9rETELEDYNEENQINEERINQSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBER8~DISPLACEMENTSDESIGNLOADINGSFORCES'OMENTSDEADWEIGHT10RMAL-1THERMAL-2SEISMIC-OBESEISMIC-DBEGBLOWDOWN-SRVBLOWDOWN-PORV-.007Z~>/.7W.DOZ..oo9g,sec-.c'o5FX0-Zzo-/Foo'zrcwggaFYFZ-/+OWg/gMX'MYMZTESCOMBINEDLOADSSUPPORTDRAWNGLOADNORMAL/UPSETEMERGENCYFX+yo5-75DESIGN(+)DESIGN(-)2Z97FYFZUNITS:DISPLACEMENTS'NCHESFORCES:POUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0~~DONALDC.COOKUNIT81PROJECT5364'-80-r>-TELEDYNEENQINEERINQSERVICESSUPPORTLOADSUWORYSHEETBY:i'DATE:CHECKEDBY:<~DATE:++~~~GLOBALCOORDINATESYSTEM+Y+2NORTHMARKNUMBER/-~~~~5-+q~NODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESFXFYMOMENTSMYMZDEADWEIGHT-1-,gpss,0+2.8Z-,os.Z85THERMAL-2SEISMIC-OBESEISMIC-0BEBLOWDOWN-SRV"207+89./4I7g$7g+/zMBLOWDOWN-PORV'TESCOMBINEDLOADSSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYFZ+tz88+ziz2-DESIGN(+)DESIGN(-)so%91FZUNITS'ISPLACEMENTS'NCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSAREL-E>>THANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITtlPROJECT53646-81ATELEDYNEENGINEERINGSERVICESSUPPORTLOADSUWARYSHEETBY:DATE:CHECKEDBY:~~DATE:~i>>id~GLOBALCOORDINATESYSTEM+YNORTH+XMARKNUMBERNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESFXFYMOMENTSMXMYMZDEADWEIGHT-1-g~Z.Ol'paio7RMAL1THERMAL-2.f/9-,i8zSEISMIC-OBESEISMIC-DBE<gggBLOWDOWN-SRYBLOWDOWN-PORV+(,'CQ,D/4oz8.Oo/.QQZ070t.'-'04-.c.u5NORMAL/UPSETEMERGENCYFXFY+io~7~ioC7TESCOMBINEDLOADSDESIGN(+)DESIGN(-)FXFYto&7FZSUPPORTDRAWINGLOADUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-82SUPPORTLOADSUGARYSHEETBY:CHECKEDBY:DATE:>-r/-8~DATE:~>@d>r>TELEDYNEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTH+XMARKNUMBERNODENUMBERDISPLACEMENTSDEADWEIGHT-1-,Q7gDESIGNLOADINGSFORCESFYFZiMOMENTSMXMYMZ./78,2/8THERMAL-2SEISMIC-OBE,c5>-,ZOZ.//0g.8/,Z'0l'//9/SEISMIC-DBE+A/7BLOWDOWN-SRVBLOWDOWN-PORV7.OC>/,9/87~NORMAL/UPSETEMERGENCYTESCOMBINEDLOADSFZIgg5+l872DESIGN(+)DESIGN(-)FZFXif79<I'f790SUPPORTDRAWINGLOADUNITS:DISPLACEMENTS:INCHES~~FORCESPOUNDSMOMENTS'NCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITt1PROJECT53646-83SUPPORTLOADSU%NRYSHEETBY:CHECKEDBY'ATE:~~+++DATE:~a~AEENGINEERINGSERVlCESGLOBALCOORDINATESYSTEM+YNORTH+XMARKNUMBERNODENUMBER/~~DISPLACEMENTSDEADWEIGHT-1,g~,OQZ'cs,/5'IDESIGNLOAD!NGSFORCESFYFZ/<79MXMOMENTSTHERMAL-2SEISMIC-OBESEISiMIC-0BEBLOWDOWN-SRV./g9Z7@,Z'f/04(dA~/7E~,D7$,629+.909BLOWOOWN-PORV~,c'Oi+,DO/TESCOMBINEDLOADSSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFX+l074FZDESIGN(+)DESIGN(-)FXFYlosUNITS:OISPLACEMENTS'NCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0~~~DONALDC.COOKUNIT81PROJECT53646-84SUPPORTLOADSUWORYSHEETBY:CHECKEDBY:DATE:-i-89DATE:~~/1s-TELEDYNEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER/+R~NODENUMBERgZSOJxDISPLACEMENTSDESIGNLOADINGSFORCESFXFYFZMOMENTSMXMYMZDEADWEIGHT-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWOOWN-SRVSLOWDOWN-PORV,o09'983./27-.2/7Z.75.o5.g7/-,/od'-./C8-lopez.TESCOMBINEDLOADSSUPPRTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFY-/07ZFZDESIGN(+)DESIGN(-)FXFYIlailUNITS:DISPLACEMENTS:INCHES~~FORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSAREL++5THANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0~~DONALDC.COOKUNIT81PROJECT53646-85ATEUZYNEENGINEERINGSERVICESSUPPORTLOADSUWORYSHEETBY:DATE:-9CHECKEDBY:~~iDATE:~i~@/++GLOBALCOORDINATESYSTEMI+YNORTHMARKNUMBER/-+~C-C-+9'ODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-1-gal,Z89THERMAL-2Z.o9t'DZ7z.d9-.o78FXFYFZMXMYi"iZSEISMIC-OBESEISMIC-OBEBLOWDOWN-SRV,/do~.o/'gr,07',azZ~/szBLOWDOWN-PORV+'~OD3-.C'DZ.NORMAL/UPSETEMERGENCYFXFYFZ<(cd%TESCOMBINEDLOADSDESIG~(+)DESIG~(-)FZFXFYIO2$SUPPORTDRAWINGLOADUNITS:DISPLACEMENTS:INCHES~~FORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITII'1PROJECT53646-86SUPPORTLOADSMEARYSHEETBY:CHECKEDBY:><-TELEDYNEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBER/OaDESIGNLOADINGSDEAOWE!GHT-1RMAL-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRV'LOWDOWN-PORVDISPLACEMENTS.oe5.~q9.oar099g79'/05-,zazz',9l'd~/~%6~o/y-.084.bio-.087-.DZZFXFORCESFYFZ7Z.MOMENTSMXMYTESCOMBINEDLOADSSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYFZFXDESIGN(+)ZygoDESIGN(-)gagPIQZ<lesUNITS:OISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0'DONALDC.COOKUNITtlPROJECT53646-87AEENGINEERINQSERVICESSUPPORTLOADSUSlARYSHEETBY:DATE:E-SO-89CHECKEDBY:~4DATE:+/cPbdDGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER'ODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESFYFZMOMENTSMXMYMZDEADWEIGHT-1.09ZRMAL-1.ops'oiqTHERMAL-2-g/pSEISMIC-OBE+OOtSEISMIC-DBEBLOWDOWN-SRYBLOWDOWN-PORV+,6D/'.m'f-.ooa+wr~ol(l+g.&07pqy~i7-8/ZDTESCOMBINEDOADSSUPPORTDRAWINGLOADFXFYNORMAL/UPSET+I5I~Z4EMERGENCY+Ikk22fFZ+Z>DESIGN(+)DESIGN(-)Q6lOUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSAREL-~+~THANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0~~DONALDC.COOKUNIT81PROJECT53646-88ATELEDYNEENGINEERINGSERVICESSUPPORTLOADSUWORYSHEETBY:DATE:+~/8~CHECKEOBY:+~'ATE:GLOBALCOORDINATESYSTEM+YNORTH/-6+C-/-6OONODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-1THERMA-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLOWDOWN-PORV-0092.30,00/.~OZFX-f/oo///o07'g7'95'VFYFZ-/gO+/+70'zanf7/8iMYTESCOMBINEDLOADSFXFYFZFZFXSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCY++16+zii~-988DESIGN(+)DESIGN(-)70/7g/79'9075UNITS'ISPLACEMENTS'NCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITtlPROJECT53646-89-rs-TELEDYNEENGINEERINGSERVICESSUPPORTLOADSUWORYSHEETBY:.8DATE:+/iCHECKEDBY:~~~DATE:~GLOBALCOORDINATESYSTEM+YNORTH+XMARKNUMBER/-6+<'-+-4O/NODENUMBERDEADWEIGHT-1DISPLACEMENTS-,009oDESIGNLOADINGSFORCESFXFYFZ7'7'OMENTSMXMYMAL-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLOWDOWN-PORVoggbo-,CV/,OO/,cxZ0H9oow/9/0:diaz-/Ogd-+7GOTESCOMBINEDLOADSFXFYFZFYFXSUPPORTDRAWINGLOADORMAL/UPSETcl&Z+IGZ5-Z84DESIGN(+)I825liOCEMERGENCY+969-J505DESIGN(-)8157$7+OUNITS:DISPLACEMENTS:INCHESFORCES:POUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING+gK.G~+.Vx~A~ TechnicalReportTR-5364-1Revision0~~~DONALDC.COOKUNITf1PROJECT53646-90-mrs-TELEDYNEENGINEERINGSERVICESSUPPORTLOADSO%CRYSHEETBY:DATE:~ZF8'HECKEDBY:~DATE:~3GLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER/-8C-C-dDZNODENUMBERDEADWEIGHT-1OISPLACEMENTS.rod.DO/-.Cy9DESIGNLOAOINGSFORCESFXFZMOMENTSMXMYMZTHERMAL-2SEISMIC-OBESEISMIC-DBE,Su3.zy-spaz.l4/~.cd7~Z8g~,Z~r~,o7z~,lz'8BLOWDOWN-SRVBLOWOOWN-PORV+c/'/-.IZ7+.~v+.'ey-.0/0-,eCZNORMAL/UPSETEMERGENCYFXFY+srSe-+i/59FZTESCOMBINEDLOADSDESIGN(+)DESIGN(-)FYFXFZSUPPRTDRAWINGLOADUNITS:DISPLACEMENTS:INCHES~~FORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMB'tNEDLOAOSARETHANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITglPROJECT53646-91SUPPORTLOADSUGARYSHEETBY:CHECKEDBY:DATE:+~~89OATE:~>6/J9r<-TElEOYNEENGlNEERlNGSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBER+8+DISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-1THERMAl-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLOWDOWN-PORV./09./fH7"gpssV.O9't-.1Z8FX,2/I-.Dyz-/zl067l799,97-.o/9-878~,O77~.Dg~(iy~,so@~.oag-zew.C+S+.cg2-.0oFY~HIg'Z//7I-/ZD<MXMYTESCOMBINEDLOADSSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYW+'F9-lggo+7'IIFZ9/ZZ/2p18iq-889DESIGN(+)DESIGN(-)FXFYFZUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS-:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-92-r>TEUZYNEENGINEERINGSERVICESSUPPORTLOADSUWARYSHEETBY:~/DATE:+/~8+CHECKEDBY:~~DATE:+6/3GLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBERDISPLACEiMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVY,oez.8/6-,ore,izo./oa9.$Z.$>55ov9-,ZoZ-./~7o.zr9FXFYFZ689.'FszMXMYMZBLOWDOWN-PORV+.CW/D>8i./->TESCOMBINEDLOADSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYFZDESIGN(+)DESIGN(-)FYI9Z'Il&ZfFZUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSAREL'~~~THANTHELOADSHOWNONTHESUPPORTDRAWING S8 TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITPlPROJECT53646-93SUPPORTLOADSUWARYSHEETBY:CHECKEDBY:DATE:-ZO-89DATE:~>@EENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER/g~C-S-+OHNODENUMBERDISPLACEMENTSDESIGNLOAOINGSFORCESFZMXMOMENTSDEADWEIGHT-1THERMAL-2SEISMIC-OBESEISMIC-OBEBLOWOOWN-SRVBLOWDOWN-PORV.47o,/~-.105/.~Z-./CI+./9z.197679g/g.Cryo/OZ/-go79/Z.kQOo+s/zt'7yf'ORMAL/UPSETIWFXFYFZTESCOMBINEDLOADSFZFXDESIGN(+)+150SUPPORTDRAWINGLOADEMERGENCY-7LeN7d-z7CDESIGN(jZo+g&UNITS:OISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-94-PE-EENGINEERINGSERVICESSUPPORTLOADSQ%0RYSHEETBY:PNDATE:-Z9c59CHECKEDBY:~~~DATE:~~>id+GLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESFXFZMXMOMENTSDEADWEIGHT-10+9MAL-1THERMAL-2-.ohio.SipSEISMIC-OBE-,l/7-925.F0SEISMIC-DBE,Z$5BLOWDOWN-SRVBLOWDOWN-PORV'/-NORMAL/UPSETEMERGENCYFXFYFZ+all+gllTESCOMBINEDLOADDESIGN(+)DESIGN(-)FZFYFXSUPPRTDRAWINGLOADUNITS:OISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITtlPROJECT53646-95SUPPORTLOADSUWARYSHEETBY:CHECKEDBY:DATE:F~+~+BATE:~~-rs-TELEDIt'NEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERi6HZ-C-QOgNODENUMBER+ZIDEADWEIGHT-1DISPLACEMENTSgyes./05DESIGNLOADINGSFORCESFXFYFZMOMENTSMYMZTHERMA-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRV.8713.88,os~WE~./zz~,op>~g<BLOWDOWN-PORVi.os-.c.'9(+.cZ5'oZTESCOMBINEDLOADSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYFZDESIGN(+)DESIGN(-)FXFYFZUNITS'ISPLACEMENTS'NCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOAOSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITPlPROJECT53646-96-r>-TELEDYNEENGINEERiNQSERVCESSUPPORTLOADSUh%0RYSHEETBY:=-7DATE:5-J/-89CHECKEDBY:~DATE:GLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER/-Czj5'C-+-~oNODENUMBERDEADWEIGHT-1RMAL1THERMAL-2DISPLACEMENTS,57&-.e6q,D/0g.ZtDESIGNLOADINGSFORCESFYMXMOMENTSMYMZSEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLOWDOWN-PORV,i',oh/Og9'ESCOMBINEDLOADSSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYDESIGN(+)DESIGN(-)FXFYIZ88FZUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-'OUNDSTESCOMBINEDLOADSAREŽ~THANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-97-ATELEDYNEENGlNEERINQSERVICESSUPPORTLOADSQ%0RYSHEETBY:'UDATE:+l/8~CHECKEDBY:+~~DATE:+~>i+~GLOBALCOORDINATESYSTEM+YNORTH+ZMARKNUMBER/-SRC-R-&OPNODENUMBERDEADWEIGHT-1,THERMAL-2SEISMIC-OBESEISNIC-DBEBLOWDOWN-SRVBLOWDOWN-PORVDISPLACENENTS-../29'~79o8z/9,/8c./640.DO/DESIGNLOADINGS,FORCESFYFZ+/O.75g7MOMENTSMXNYNZNORMAL/UPSETEMERGENCYFXFYFZ+ASS'7aO+healTESCOMBINEDLOADSDESIGN(+)DESIGN(-)FZFXSUPPORTDRAWINGLOADUNITS'ISPLACEMENTS'NCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARE~++5'HANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0~~DONALDC.COOKUNITtlPROJECT53646-98SUPPORTLOADSUWARYSHEETBY:CHECKEDBY:DATE:DATE:~/ZesEEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBERQZOOISPLACEMENTSDESIGNLOAOINGSFORCESMOMENTSDEADWEIGHT-1THERMAL-2SEISMIC-OBESEISM!C-DBEBLOWOOWN-SRVBLOWDOWN-PORV,zan,/Dg5,o88~,ou'.OJ3os'7-,097,9/>,i&I<,8/9FXFYMXMYTESCOMBINEDLOADSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYFZ7"783DESIGN(+)DESIGN(-)FXFYFZUNITS:OISplACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING S TechnicalReportTR-5364-1Revision0~~DONALDC.COOKUNITPlPROJECT53646-99-r<TELEOYNEENQINEERlNGSERVlCESSUPPORTLOADSCARYSHEETBY:&~@DATE:+++88CHECKEDBY:~~~DATE:~/Zb83'LOBALCOORDINATESYSTEM+YNORTH+XMARKNUMBER/NODENUMBERDISPLACEMENTSDEADWEIGHT-1065.4/9.Od@DESIGNLOADINGSFORCESFXFYFZMOMENTSMYTHERMAL-2SEISMIC-OBE.ro89+8'.~8/'.Di7SEISMIC-OBE,/Y/BLOWDOWN-SRV,c>z7.Z&lBLOWDOWN-PORV>4Z~o/7-./Z7TESCOMBINEDLOADSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYFZDESIGN(+)DESIGN(-)FXUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision0~~DONALDC.COOKUNIT81PROJECT53646-100rs-TIHEDYNEENGlNEERlNGSERVICESSUPPORTLOADSQ%0RYSHEETBY:DATE:+~F8~CHECKEDBY:~~DATE:5/Zikr6GLOBALCOORDINATESYSTEM+YNORTHMARKNUMBER!CYA2-C-6/ZNODENUMBEROISPLACEMENTSDESIGNLOAOINGSFORCESMOMENTSDEADWEIGHT-1,//g-.O85FXFYFZMXMYMZTHERMAL-2!SEISMIC-OBESEISMIC-DBEBLOWOOWN-SRVBLOWDOWN-PORY8/9'.s/c~.beP87$r.>25.D/9.I(9~,/7Z+.c'/9-~4FZ,TESCOMBINEDLOADSSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCY<<XFZDESIGN(+)DESIGN(-)FYFZUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-101SUPPORTLOADSUWORYSHEETBY:CHECKEDBY:DATE:~+BATE:ATELEDYNEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTH+ZMARKNUMBER8RNODENUMBEROISPLACEMENTSDESIGNLOAOINGSFORCESMOMENTSDEADWEIGHT-1,Of'PFXFYFZMYTHERMAL-2SEISMIC-OBESEISMIC-OBEBLOWOOWN-SRVBLOWOOWN-PORV-.Zog~-.Z9'Zp./~~Z/89-.8<9r./~9.ddt+/kZfggzp./Zo-4D7s/z37ZTESCOMBINEDOAOSSUPPORTDRAWINGLOADFXFYNORMAL/UPSET~(FZkQCo-gOESIGN(+)FX787FYEMERGENCY+Z7(-&z('t/eo-9DESIGN(-)6,7oUNITS:OISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWINGpgy~~gggLoAD TechnicalReportTR-5364-1Revision0~~DONALDC.COOKUNITt1PROJECT53646-102-ATELEDYNEENGINEERINGSERVICESSUPPORTLOADSQ%ORYSHEETBY:DATE:P-ZO-3CHECKEDBY:~~ADATE:+i~4/Z3GlOBALCOORDINATESYSTEM+YNORTHMARKNUMBERNODENUMBERDEADWEIGHT-1RMAL-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWOOWN-SRVOISPLACEMENTS.o//.980.0+/)8/gDz.+g9-,Zca9.~8SHl.ozl~.g(~.iaz+.o)5<,o9e~gagDESIGNLOADINGSFORCESFXFYFZ34,8r79~1K'pao~(lgiMOiMENTSMXMYMZBLOWOOWN-PORV+.c:4zf.oZ5-~09/.090Y'58-.iso<q5~l(O(5g.l9TESCOMBINEDLOADSSUPPORTDRAWINGLOADFXFZFXFYFZNORMAL/UPSETEMERGENCY-/90~ggkl+58o+zoo<asDESIGN(+)ggagpss/O+DESIGN(-)Zga++9lO+UNITS:OISPLACEMENTS:INCHESFORCESPOUNDSMOMENTS:INCH-POUNDSTESCOMBINEDLOADSARE&R+++~+*THANTHELOADSHOWNONTHESUPPORTDRAWING~gxcs~~-~~~><>~fyGOAp TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT81PROJECT53646-103SUPPORTLOADSUMMARYSHEETBY:CHECKEDBY:DATE:~Z-89OA>c:+~/b3i>TELEDYNEENGINEERINGSERVlCESGLOBALCOORDINATESYSTEM+YNORTH+XMARKNUMBERNODENUMBEROISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSDEADWEIGHT-l,gag.Q~FXFYFZMXMYMZMAL-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWOOWN-SRV08Z2M-,0/tz<5+0/8.cU5~egVo/8~87Tr,O>7BLOWDOWN-PORV.0/5,0/0+cWTESCOMBINEDLOADSSUPPORTDRAWINGLOADNORMAL/UPSETEMERGENCYFXFYFZ+IAZ+rwZ.DESIGN(+)DESIGN(-)FXFYIyZUNITS:OISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSARETHANTHELOADSHOWNONTHESUPPORTDRAWING
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITflPROJECT53646-104SUPPORTLOADSCARYSHEETBY:CHECKEDBY:DATE:~+85DATE:~+>>i~+-ATELEDYNEENGINEERINGSERVICESGLOBALCOORDINATESYSTEM+YNORTHMARKNllMBER/NODENUMBERDEADWEIGHT-1OISPLACEMENTS,mgO.-.ooZFORCESFYFZFXDESIGNLOADINGSMOMENTSMYM$ZRMAL-1oi9295-o~9t/fg/THERMAL-2-,0/&395,0/9</~Cj~SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLOWDOWN-PORV-,OoP0~00$Q.c,c9-,QQ4",ooz,gOZ>$06./49'070NORMAL/UPSETEMERGENCYFX+770-Z59&FZTESCOMBINEDLOADSDESIGN(+)DESIGN(-)FZFYFX927ZSUPPORTDRAWINGOADUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDSTESCOMBINEDLOADSAREL.K&5THANTHELOADSHOWNONTHESUPPORTDRAWING TechnicalReportTR-5364-1Revision06-105r<TELEDYNEENGlNEERlNGSERVlCES6.3ValveAccelerationsValveaccelerationswerecalculatedforboththeOBEseismicconditionandthePORVtransientshockcondition.Thehorizontalallowablewastakenas3gandtheverticalallowableas2gbasedontheattachmentstoAEPletterdatedSeptember16,1982fromMr.J.L.WilliamsofAEPtoMr.L.B.SemprucciofTES(Reference12).Fortheseismicacclerations,theresultanthorizontalaccelerationwascomparedagainstthe3gallowable.WeightsforvalvesNM0-151,152and153weretakenas352pounds,indeterminingtheseismicacceleration,sincethisisthevalueusedintheseismicanalysis,seeSection5.0.ForthePORVtransientshockaccelerations,theupdatedvalveweightof400poundswasusedinboththeanalysisandtheaccelerationcalculations.ItshouldbenotedthatvalvesNRV-151,NRV-152,NM0-151,NMO-152andNMO-153allfailtheverticalaccelerationcriteriaof2g(seeSection2.0).
TechnicalReportTR-5364-1Revision06-106ATELEDYNEENGINEERINGSERVICES6.3.1DBESeismicValveAccelerations TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITIIlPROJECT53646-107-iETELEDYNEENGlNEERlNGSERVlCESgY.m.MTE:S/Z/g~CHECKEDBY:'.DATE:VALVENO.NODENO.iVrVi-'s&~i8/f0'-j;.+/iA//jr~/cACCELERATIONACCELERATIONACCELERATIONAAAAAAAAAhCwDD~lUl/)CYcATa/cs~,Pi'T~77ACCEL.ALLOWABLEQQ~gC/DSACCEL.ALLOWABLEACCEL.ALLOWABLEVERTICALA,THORIZONTALWjpj.>7a~C$'),/'ggj77g3*HORIZONTALACCELERATION(AxT)+(AzT)22 TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITPlPROJECT53646-108ATELEDYNEENGINEERINGSERVICESBy.QNQpgTE.+//Z89r-CHECKEDBY:iDATE:<~8~VALVENO.NODENO.5/-~~GQ117'CCELERATIONACCELERATIONACCELERATIONAAAAAAAAhC~DIOV4JCllCCATAJTATqaZo.09,i7/~i'/;/ZVERTICALHORIZONTALACCEL.-.Z3ALLOWABLEzaACCEL.,~oj'OALLOWABLEACCEL.ALLOWABLE*HORIZONTALACCELERATION(AxT)+(AzT)22 TechnicalReportTR-5364-lRevision0DONALDC.COOKUNITPlPROJECT53646-109r>TELEDYNEENGINEERINQSERVICEScBv:Ž~DATE:</~rI9~~CHECKEDBY:~r"--DATE:VALVENO.NODENO.N'//V/5-,4'<'v'-/SZAl/I/'5-5'iACCELERATIONACCELERATIONACCELERATIONAAAAAAAA/C.bo,fj'/z/o7hCwMIOVtllC5,~/,zg,Zg,rp,5/t/ll-Ch'DC/)CAMLalCl)OCAfTgg/2g~A/t'wQ/z9/-ir,aoI.Z7g~//O'Y1,5'//og1./8g~I+VERTICALA,THORIZONTALACCEL.r,6i'LLOWABLEACCEL./iC7<lALLOWABLE+aACCEL.5/7fctALLOWABLE*HORIZONTALACCELERATION=(AxT)+(AT)22 TechnicalReportTR-5364-1Revision06-110-riTELEDYNEENQINEERINQSERVICES6.3.2.PORVTransientShockValveAccelerations
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT~lPROJECT53646-111"PiTELEDYNE,ENGINEERINGSERVICESBY:-DATE:8289CHECKEDBY:/77KDATE:+~~+/+BVALVEACCELERATIONSVALVENODENUMBERVALVEWEIGHTDIRECTIONgy50FORCE(LBS)ACCELERATION.07ALLOWABLE.Ogo>/9Z.cSg.a&9.07'ALVENODENUt1BERVALVEWEIGHTI/70DIRECTIONFORCE(LBS)gg99g/ACCELERATIONALLOWABLE
TechnicalReportTR-5364-1Revision0DONALDC.COOKUNIT.=;1PROJECT53646-112->s-TELEDYNEENGINEERINGSERVICESBY:DATE:g2CHECKEDBY:/V5DATE:W7PY/I3VALVEACCELERATIONSVALVENODENUMBERVALVEWEIGHTDIRECTIONQP/0-/5/goous~/UP10-/9Z4/'/FORCE(LBS)///gACCELERATIONgpcsVALLOWABLEg0$)/.'P$gg.Qog@5'ALVENODENUMBER+No-/59VALVEWEIGHTDIRECTION"ORCE(LBS)ACCELERATIONALLOWABLE TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITi1PROJECT53646-113-A-TELEDYNEENGINEERINGSERVICESBY:/'ATE:52-89CHECKEDBY:/f/)DATE:S7~H/f3VALVEACCELERATIONSVALVENODENUMBERVALVEWEIGHTqao~5DIRECTIONFORCE(LBS)ACCELERATIONALLOWABLE/.97g/5'7fZVgSdV88r.8/g/.50$/.9'ALVENODENUMBERVALVEWEIGHTDIRECTIONFORCE(LBS)ACCELERATIONALLOWABLE+80L55/z69'b9307 TechnicalReportTR-5364-1Revision06-114rsTELEDYNEENQINEERINQSERVICES6.4NozzleLoadsForcesandMomentsforthefourpressurizernozzlesandthequenchtanknozzlesaregiveninthissectionforeachloadingconditionanalyzed. TechnicalReportTR-5364-1evision06-115ATELEDYNEENGlNEERINGSERVlCESDONALDC.COOKUNITflPROJECT5364NOZZLELOADSR%CRYSHEETBY:l~l0ATE:+~/IDCHECKEDBY:'ATE:GLOBALCOORDINATESYSTEM+Y+XNORTHNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSFXFYFZMXMZDEADWEIGHT-1THERMAL-1THERMAL-2-'/Kg-ZQ-iC'ca)iy-y/)-/zc>o+npo/d-7/po-870i~ZG/dgdUdZd>POS3c~SEISMIC-OBESEISMIC-DBEBLOWDOMN-SRVBLOWDOMN-PORV+pPP+gyg+zoHbg+Zzz--767KPiggy'.:85J/-Dc3o-'ogz7~//VoUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDS TechnicalReportTR-5364-1evision06-1161>TELEDYNEENGlNEERINGSERVICESDONALDC.COOKUNITt1PROJECT5364NOZZLELOADSUWARYSHEBY:CHECKEDBY:OATE:~/zealDATE:~~489GLOBALCOORDINATESYSTEM+Y+XNORTHNODENUMBERVSODISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSFXFYFZMXMYDEADWEIGHT-1THERMAl-1THERMAL-2SEISMIC-OBEd=o-375+7oZ.5g-PWo7~)'7o)7~~g-5o/do935'zosm+927'F/P9/7'g7oSEISMIC-OBEBLOWOOWN-SRV-70'.~59T-x~3'.%63BLOWDOWN-PORV+z$035'4+3&130'yii7lUNITS:OISPLACEMENTS:INCHES~~FORCESPOUNDSMOMENTS:INCH-POUNDS TechnicalReportTR-!i364-1evision06-117r>TELEOYNEENGINEERlNQSERVlCESDONALDC.COOKUNITtlPROJECT5364NOZZLELOADSUWARYSHEETCHECKEDBY:DATE:~~-GLOBALCOORDINATESYSTEM+YNORTH+X+ZNODENUMBERDISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSFXFYFZMXMYjfZDEADWEIGHT-1THERMAL-1THERMAL-2SEISMIC-OBESEISMIC-0BEBLOWDOWN-SRVBLOWDOWN-PORVjO<o-%0Zdi~f-PC0-@go+(p~P~i+ioSbolIzo-95o-lf!wo+~0ZAMBOZSPZo-5'HZoo-rz~-tHz~z~zs<-><zoo+Soi+z~gy~gq@'j-PPPI'i/r7->~8'~~/So37>g/4+SgggUNITS:DISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDS TechnicalReportTR-5364-1Revision0,6-118ATELEOYNEENGINEERINGSERVICESDONALDC.COOKUNIT81PROJECT5364NOZZLELOADSCARYSHEETCHECKEDBY:BATE:@/>@i7-'BDATE:W-Z~GLOBALCOORDINATESYSTEM+YNORTHNOOENUMBEROISPLACEMENTSDESIGNLOADINGSFORCESFXFYFZMXMOMENTSDEADWEIGHT-1THERMAL-1THERMAl-2SC<-gZoPo-'feop/9Rgo-QAg&Ho=lao-ro07080MJc4L<o-(7CcoSEISMIC-OBESEISMIC-DBEBLOWDOWN-SRVBLOWDOWN-PORVbgi'l7i--7/o-'Z8d~i~xZB'909o7V'po>~uzi@~/~-"7',~t:oRUNITS:OISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDS
TechnicalReportTR-5364-1evision06-119ATELEDYNEENGINEERINGSERVfCESDONALDC.COOKUNITflPROJECT5364NOZZLELOADSQ%0RYSHEEBy:.n7~OATp:XPbfl3CHECKEDBY:.DATE:~~GLOBALCOORDINATESYSTEM+Y+ZNORTHNODENUMBER0ISPLACEMENTSDESIGNLOADINGSFORCESMOMENTSFXFYFZMXMYM)2EADWEIGHT-1,THERMAL-1THERMAL-2SEISMIC-OBESEISMIC-DBEBLOWDOWN-SRYBLOWDOWN-PORV+PZo+ypy->Io+/350-K~V/o$5oZ/.MoJ5Woi~.~ZoSa7o~lim<p~/5'+~~$4/-7Ro/-ZgZ<<P9s+l5FZ~z/xUNITS:0ISPLACEMENTS:INCHESFORCESPOUNDSMOMENTSINCH-POUNDS TechnicalReportTR-5364-1Revison0"6-120]0TELEDYNEENGINEERINGSERVICES6.5ValveLoadsSection6.5givesthemomentsoneachendofal.lvalvesinthepipingsystemforeachloadingconditionanalyzed. TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITIIlPROJECT5364-r<-TELEDYNEENQINEERINQSERVICES6-121VALVEENDMOMENTSBY:WiWDATE:+2+8SCHECKEDBY:d7DATE:5i>>43VALVENUMBERNODENUMBERDEADWEIGHT=THERMAL1THERMAL2-/q/92b79MY-$627-zo/9$29-+$07MY/(o/5-gp(g-8Co9-q898-2/89-2//9-/olSCSEISMICOBE++18SEISMICDBE+4@87BLOWDOWNPORV~/gag-go67=/z9'zg-'9842zgo8"64ZI'/O98-'/oO<H-"/8ZI-8(p/0VALVENUMBERNODENUMBERMXMYMXI7oTHERMAL1-aa/8-Scsv-/>/eaDEADWEIGHTgqZg/(gQ-gggg'g58-/99o-98/0-//z5qTHERMAL2SEISMICOBE-zoic-/w~w-/oqyq-"ggd8Zo78/od7-3z97-QQD9-/0++SEISMICDBE-/gg7+-g$/gggggBLOWDOWNPORV-I//7-"+097/790-/o98Ztgy/UNITS:INCH-POUNDS TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITPlPROJECT53646-122VALVEENDMOMENTSBY:CHECKEDBY:DATE:525-85OAv~:+/>ri/a-ATELEDYNEENGtNEERlNGSERVCESVALVENUMBERNODENUMBERMXMZMXMYtlZDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBEBLOWDOWNPORV-z5z5-9o9-jyCZ9-44T/9>99-9755H6492775-75'4/-'794"<ogQDZZ/gal/0-yo9oy-zC5'zq'/oZ@5o9-y/Czoi886Tzz/74-8+of/45/9"Dms-'z8/9-<Sar-lur2r-D/5Z-7C64-iB(VALVENUMBERNODENUMBERDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBEBLOWDOWNPORVMXMYMZAXMYMZUNITS:INCH-POUNDS TechnicalReportTR-5364-1Revision0DONALDC."COOKUNIT41PROJECT53646-123,VALVEENDMOMENTSBY:CHECKEDBY:DATE:l2S-89DATE:HAT/$9-<iTELEDYNEENGINEERINGSERVICES--..VALVENUMBER'ODENUMBERMX4RV-leeMYg/0MYDEADWEIGHTgqgqTHERMAL1THERMAL2SEISMICOBEgPg/SEISMICDBEBLOWDOWNPORV+'qgg-see7'/-4//9-<To/-6'7/02229/9rqz96Iyqz9qs~ssdrS-Sr>7=/7oz-4b<d-49'8/-'2527g/kK=y8ob-@gal-7ozyZZ7/-'q757-/89o5-//65VALVENUMBERNODENUMBERMXMYDEADWEIGHTTHERMAL1THERMAL2SEISMICOBE-6zo~5dz9OVW-dM4-37Z517's7z@-59of'75o-788~d~cgZoz-36K27443/os-348z-io>~7=8'9CI=T7/Z=9'so7SEISMICDBEBLOWDOWNPORV-'7/9'0-7c09-'$3V-'iZd/&978-q'z5'/-Q7gg-"7'9A-Qgo7-gz.rpUNITS:INCH-POUNDS
Technica1ReportTR-5364-1Revision0DONALDC.COOKUNITdlPROJECT53646-124->sTELEDYNEENQtNEERlNGSERVtCESVALVEENDMOMENTS/BY:DATE:/35~CHECKEDBY:'Mr773DATE:HJP7//QVALVENUMBERNODENUMBERDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBEMX-/$/8MYMX78-/~7+/zoo938D-/5V'Zl-/<8ss+OO-/87q'9/9'8-37z/z-4/29/85/0-'D9o-/882/BLOWDOWNPORV~i/pg~-IA'7-393k-ii59~-3/5</~BiaVALVENUMBERklMD-lZ-NODENUMBERMZOEADWEIGHTTHERMAL1rc-888-/os-2D7z-7S/Z-9/7+-37o748/THERMAL2-/8/O'FOES-7/KZgOSEISMICOBE-fgP~pgggfSEISMICDBE-g,/gg-'gyp'LOWOOWNPORV/ggyg+'ggg/=gg/9'/C/Wo=85/q-ze805+g5z7UNITS:INCH-POUNDS TechnicalReportTR-5364-1Revision0DONALDC.COOKUNITII1PROJECT53646-125VALVEENDMOMENTSr~TELEDYNEENGINEERINQSERVICESBY:DATE:5-&-CHECKEDBY:~XDATE:5/(P7/ggVALVENUMBERNODENUMBER/UR'I/-l5'IMYMXDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBEBLOWDOWNPORVgo9'I7775-g795'707Z/'7/>do44'7%3z8-3/95z7/7<882'Ways'z/zq'srr'79z59z8l'lWSez+/ac>~gao7-34z8-/888-9/d4ABCys9'Z~ds85<58o9'T999++PIo(7ifqgVALVENUMBER,NODENUMBERAIMo->5/MYMXMYDEADWEIGHTTHERMAL1THERMAL2SEISMICOBESEISMICDBE8989/go294/-9'>/8qz>7-7K/7-'7788527zz/y70++088oBozz/954gzqy-47-1+dud-/<goo977z-/Ws/-/z89-//zap'ada'Sadi-irate'-sqo-'SU~7"BLOWDOWNPORVfzQ/+$3oj-/5'"/76-"zsa.~+7r/z~7P3sUNITS:INCH-POUNDS TechnicalReportTR-5364-1Revision06-126-ATELEDYNEENGINEERINGSERVICES6.6MiscellaneousCalculations TechnicalReportTR-5364-1Revision06-127ATELEDYNEENGINEERINGSERVICES6.6.1ThermalBoundarDis1acements
Technical,ReportTR-5364-1Revision0-r<-TELEDYNEENGINEERINGSERVICES6-128S"'-JRI9/viPS/j~~~<Cn78L.Lto~NgWgy'SPLRCZn)~,+o/'/nAL:~Hen)AL,Cowhir/o4/SHEETNO.ORPROJ.NO.TK/n)~To~gPgcAc.[(6.IWCIC~~QEp><am~ol-6a5+-9PaR/8SF(PEJ-><V4~=/Z'I/9T/on/"l3<r%JE+uiilZ~/C~)!idl&pL2~0%~~ig~pOirfCH~~EnÃvodcz-~4JJ~E/3/Rg$/~SEH/ER/'o'-7'4'O,~/09/X/'noae/ne/~C=rn/.~e,~la;n==G="~nCend2a/e/5a<gc74-~~n4/'noMr04J)Qpc/5x/Q7,-+8=,0//7Olia
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TechnicalReportTR-5364-1Revision0-ri-TELEDYNEENQlNEERlNQSERVlCES6-132av~oAVE;~'~8~OHKDBY~~DATE'JJOi/ion-1porvre.lee.Cline.gr~g,(BavnJa.rg<sp)~eeT<itsQOPrngiThermaICO<bEmaaSHEETND.ORPROJ.NO.i3Lii3'znOO=.inJ>COSY'aX8OS-8/=-osv>gp=-,/5'9/SummaryT'sr~i/e)gIi)ge.i(l~<-,+~di'lfi1PrJ~lIo-rAEEB)ea%Le.,olieu)iiJSJ>5Plaiemen'IseAoJQl38i.<Y"A5C)noJeiso(Sv-955)~X=-,ge)~7~g=~Z@os'V'~38Aodg<SV-dgAq TechnicalReportTR-5364-1Revision06-133-r<-TELEDYNEENGINEERINGSERVICES
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"3Kl~~r TechnicalReportTR-5364-1Revision07-1,)~TELEDYNE.*ENGINEERINGSERVICES7.0DRAMINGS 1~':~i4'A~R~R'i~k'oI<*g~4~~lIIt()<1nC~~A0g's>,IIa"I~ TechnicalReportTR-5364-1Revision08-1-s>-.TELEDYNEENGINEERINQSERVICES
8.0REFERENCES
1.TeledyneEngineeringServicesTechnicalProposalPR-5653,datedMay14,1981.2.LetterfromMr.S.UlanofAEPtoMr.L.B.SemprucciofTES,datedNovember29,1983.I3.LetterfromMr.S.UlanofAEPtoMr.P.D.HarrisonofTES,datedMarch15,1983.4,RELAP5MOD1-Version2.11-AfiveequationThermal-HydrodynamicAnalysiscomputerprogramincludingnon-condensibles.5.TMRPIPE-AsystemofCcmputerProgramsfortheCompleteAnalysisofNuclearPiping.46.TESTechnicalReportTR-5364-2,DonaldC.CookNuclearGeneratingStation,"AnalysisofPressurizerSafetyValves/ReliefValvesDischargePipingSystemsperNUREG0737,II.D.1,Unit2.7.LetterfromMr.S.UlanofAEPtoMr.P.D.HarrisonofTES,datedMay26,1983.8.TESletter5364-21,datedFebruary2,1983fromMr.P.D.HarrisonofTEStoMr.SamUlanofAEP.9.TESletter5364-25,datedFebruary14,1983fromMr.P.D.HarrisonofTEStoMr.SamUlanofAEP.10.TESletter5364-33,datedApril8,1983fromMr.P.D.HarrisonofTEStoMr.SamUlanofAEP. 0P,U~~401tU !pecaoicalReportTR-5364-1~'evision08-2)IIIIEENGlNEERINQSERVlCES
8.0REFERENCES
Continued11.1967EditionofUSASB31.1PowerPipingCode.12.LetterfromMr.J.L.WilliamsofAEPtoMr.L.B.SemprucciofTESdatedSeptember16,1982.13.CrosbyValveDrawingandGageCompanyDrawingNo.H-51688RevisionA.14.MasoneilanInternational,Inc.ControlValveModelNo.38-20721,DrawingNo.CP1-18-55,RevisionH.15.WestinghouseElectricCompany,DrawingNo.110E272.16.EPRISafetyandReliefValveTestReport,ResearchProjectV102InterimReport,April1982.17.ASMECodeNB7000,SectionIII.18.ITIReport,"EvaluationofRELAP5/MOD1forCalculationofSafetyandReliefValveDischargePipingHydrodynamicLoads,"February1982.PreparedbyIntermountainTechnologies.}}