ML17059B665
| ML17059B665 | |
| Person / Time | |
|---|---|
| Site: | Nine Mile Point  |
| Issue date: | 07/08/1997 |
| From: | AGOSTA C R, ALVI M NIAGARA MOHAWK POWER CORP. |
| To: | |
| Shared Package | |
| ML17059B657 | List: |
| References | |
| S.0SEWS6009, S.0SEWS6009-R, S0.0SEWS6009, S0.0SEWS6009-R00, NUDOCS 9708070138 | |
| Download: ML17059B665 (78) | |
Text
NUMoHAwKCALCULATIONCOVERSHEET%NIAGARANUCLEARENGINEERINGATTACHMENTKPage1(Next~~Total~aLast~ONINEMILEPOINTNUCLEARSTATIONUnit(1,2or0=Both):1Discipline:STRUCTURALTitleSCREENINGEVALUATIONWORKSHEETSFOREMERGENCYCONDENSATEMAKEUPTANK6049CalculationNo.SO.OSEWS6009(Sub)system(s)NABuildingTBFloorElev.IndexNo.369SO.OOriginator(s)CARMENR.AGOSTAChecker(s)IApprover(s)MAORI,ric.V.CZ}AXRev00DescrltionINITIALISSUEDesignChaneNo.BDateChkDateA7 0DateComputerOutput/MicrofilmFliedSeparately(Yes/No/NA):NASupersededDocument(s):NONESafetyClass(SRINSRIQxx):SRDocumentCrossReference(s)-Foradditionalreferencesseepage(s):NARefNoNER-1S-012DocumentNo.DocTNERIndexSheetRev00GeneralReference(s):2.GENERICIMPLIMENTATIONPROCEDURE(GIP)3.NMPCLettertoNRC,FileCodeNMP1L1044,datedMarch11,1996Remarks:NONEConfirmationRequired(YesINo):NoSeePage(s):FinalIssueStatus(APPIFIOIVOI):APPFileLocationOperationsAcceptance(Gale/Hold):GaleRequired(Yes/No):NoEvaluationNumber(s)IRevision:NRCopyofApplicabilityReviewAttached(Yes/N/R)7N/RKeyWords.'MP-1,STRUCTURAL,SQUG,SEWS,SEISMICVERIFICATIONComponentID(s)IEPN(s)ILineNumber(s):TANK4049TANKS-109708070i389707$LPDRAoaCit;0SOOoaao'bNV~PDRFORMATtrNEP-DES48-F0140
EIYNtAGARAavMQHAwKNUCLEARENGiNEERiNGCALCULATIONCONTINUATIONSHEETPage~{Next~iNineMilePointNuclearStationOriginator/0te-8ef.Unit:Checker/DateCatculatfonNo.78-l7SO.OSEWS6009Disposition:Reviske00PURPOSE:DocumenttheScreeningEvaluationWorkSheets(SEWS)fortheECMU/EMERMAKEUPWATERTANK¹12,equipmentnumber60-09.Note:ECMU/EMERMAKEUPWATERTANK¹11,equipmentnumber60-10issimilarto60-09.ThisSEWShasbeenpreparedaspartofthecommitmenttousetheSQUG(GIP)methodologytodocumenttheseismicadequacyofSSELcomponents.CONCLUSION:TheGIPprocedureforhorizontaltanks,AttachmentC,showsthatthetanks60-09and60-10areoutliersduetotheInsufficientupliftcapacityofthebracebaseandareconsideredoutliersforthisbraceplate.Theoutlieranalysis,AttachmentD,concludedthisbraceplateisabout50%abovedesignbasis.Therefore,theSQUGoutlierfor60-09andthesimilartank60-10isresolved.ATTACHMENTSA.SEWSforEquipmentIDNumber60-09B.TheOutlierSeismicVerificationSheet(OSVS)forEquipmentIDNumber60-09C.S&AcalculationnumberC-004,NMP-1,A46EmergencyCondenserMake-upTankandWaterStorageTanks60-09and60-10.CoO'YLtFPQD.S&AOutlierAnalysisforStorageTanks60-09and60-10.FORMAT¹NEP-DES-OB,Rev.01(F02)
SCREENINGEVALUATIONWORKSHEET(SEWS)GIPRev2,Corrected,2/14/92Status:YesSheet1of2ID:60-09(Rev.1)Class:21-TanksandHeatExchangersDescription:ECMU/EMERCONDMAKEUPWATERTANK¹12Building:TBManufacturer,Model,Etc.:FloorEl.:369.00Room,Row/Col:H8ATtACHMENTCALCNOREVISIONBASIS:ExternalanalysisPAGE1.Thebucklingcapacityoftheshellofalarge,flat-bottom,verticaltankisequaltoorgreaterthanthedemand.2.Thecapacityoftheanchorboltsandtheirembedmentsisequaltoorgreaterthanthedemand.3.Thecapacityofconnectionsbetweentheanchorboltsandthetankshellisequaltoorgreaterthanthedemand.5.Aring-typefoundationisnotusedtosupportalarge,flat-bottom,verticaltank.4.Attachedpipinghasadequateflexibilitytoaccommodatethemotionofalarge,flat-bottom,verticaltank.YesYesYesYesN/AYIRKHISSRTareW.DjordjevicandC.Agosta-OutlierEvaluationInRevision0,theseemergencycondensertanksweredeclaredoutliersbecausethebaseplatecapacitypertheGIPallowablesandprocedurewereexceeds.Externalanalysis93C2771-C-007evaluatesthebaseplateusingyieldlinetheoryanddevelopsaHCLPFPGAcapacityequalto0.19g.Therefore,thisequipmentisfoundacceptableforA-46designbasispurposesandtheoutlierisresolved.TheHCLPFremainsat0.19gPGA.Evaluatedby:Date:hlgg(~l>>
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SCREENINGEVALUATIONWORKSHEET(SEWS)GIPRev2,Corrected,2/14/92Status:YesSheet2of2ID:60-09(Rev.1)Class:21-TanksandHeatExchangersDescription:ECMU/EMERCONDMAKEUPWATERTANK¹12Building:TBManufacturer,Model,Etc.:~CU~EFloorEl.:369.00Room,Row/Col:H8CALCNOREVISIONooPAGENOEmercondMakeUpTank¹12Transmitter60-09AEmergencyCondMakeUpTank¹128Vlave60-11~g".9~'vEmergencyCondMakeUpTank¹12Anchorage
NiagaraMohawkPowerCorporation-NineMilePoint1GIPRev2,Corrected2/14/92OUTLIERSEISMICVERIFICATIONSHEET(OSVS)ID:60-09(Rev.0)Class:21.TanksandHeatExchangersDescription:ECMU/EMERCONDMAKEUPWATERTANK¹12.Building:TBFloorEI.:369.00Room,Row/Col:H8a.Identifyallthescreeningguidelineswhicharenotmet.(Checkmorethanoneifseveralguidelinescouldnotbesatisfied.)ShellBucklingAnchorBoltsandEmbedmentAnchorageConnectionsFlexibilityofAttachedPipingOtherb.Describeallthereasonsfortheoutlier(i.e.,ifallthelistedoutlierissueswereresolved,thenthesignatorieswouldconsiderthisitemofequipmenttobeverifiedforseismicadequacy).ThetankdoesnotpasstheevaluationrulesforGIP,Rev.2,Section7,forthebaseplateofthelongitudinalbraces.a.Definedproposedmethod(s)forresolvingoutlier.EvalutethelongitudinalbaseplateinaccordancewithmorerealisticcriteriasuchasthatprovidedinEPRIReportNP-6041,Rev.1.b.Provideinformationneededtoimplementproposedmethod(s)forresolvingoutlier(e.g.,estimateoffundamentalfrequency).ATTACHMENTCALCNo.cREVISIONooPAGENOoogCETheinformationonthisOSVSis,tothebestofourknowledgeandbelief,correctandaccurate,andresolutionoftheoutlierissueslistedonthepreviouspagewillsatisfytherequirmentsforthisitemofequipmenttobeveriTiedforseismicadequacy:Approvedby:Date:
NiagaraMohawkPowerCorporation-NineMilePoint1GIPRev2,Corrected2/14/92OUTLIERSEISMICVERIFICATIONSHEET(OSVS)Sheet2of2ID:60-09(Rev.0)Class:21.TanksandHeatExchangersDescription:ECMU/EMERCONDMAKEUPWATERTANK¹12Building:TBFloorEl.:369.00Room,Row/Col:HSATTACHMENTCALCNOPAGENOQof
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STEVENSON&ASSOCIATESastructural-mechanical'onsultingengineeringfirmJOBNo.93C2771
SUBJECT:
NineMilePointA46EmergencyCondenserMake-upandWaterStorageTanks60-09,60-10.SheetIof29Revision0ByI'-~oI/ov/gqChkS.C,(-If-qgPurposePerformAA6evaluationfor60-09,60-10EmergencyCondenserMake-upandWaterStorageTankslocatedatTurbineBuildingElevation369'-0",NineMilePointUnit1.ReferencesarrmIIfEgCAI.CNOREVISIONPAGENOoo'f1.NiagaraMohawkPowerCorp.,NineMilePointNuclearStation.a)Dwg.C-18579-C,Sh.2,Rev.1"WaterStorageTankandDemineralizedWaterStorageTankDetails".b)Dwg.C-18579-C,Rev.3"EmergencyCondenserMake-upWaterStorageTankandDemineralizedWaterstorageTank"c)Dwg.C-18821-C,Rev.3."BaseDetailsforEmerg.Cond.,Demin.Water&CityWaterStorageTanks,Fl.Etev.-369'-0"."d)Dwg.C-15346-C,Rev.5.FloorPlanEI.351'-0"&El.369'-0"."2."GenericImplementationProcedure(GIP)forseismicVerificationofNuclearPlantEquipment",February1992,SQUG.3.ManualofSteelConstruction,ASD,NinthEdition4.S&ADesignResponseSpectraforNineMilePointUnit1,TurbineBuilding,February1,1992.5.Marks'tandardHandbookforMechanicalEngineers,EighthEdition.~~6.MPR-799,EvaluationofAdequacyofSupportsforMechanicalEquipmentunderSeismicLoading,App.A,December1983.7.BuildingCodeRequirementsforReinforcedConcrete.(ACI318-89).8.SEWS,EquipmentI.D.Number60-09,60-10,DatedFebruary1988.9.SeismicVerificationofNuclearPlantEquipmentAnchorage(Rev.1).Volume4:GuidelinesonTanksandHeatExchangers.EPRINP-5228-SL,Rev.1,June1991.BackgroundSincetheGIPruleshavebeenrevisedfromtheinitialwalkdownevaluationandtheMPRcalculationdoesnotcoveralltherequirementsoftheGIP,Rev.2[2],Section7,anewevaluationisperformedinthiscalculation.ConclusionThiscalculationshowsthattanks60-09and60-10areoutliersduetotheinsufficientupliftcapacityofthebracebase.Itshallbealsonotedthatboth60-09and60-10tanksdonotexactlyfittheanalyticalmodelpresentedinRef.2.Sincethetanks'eismicresistanceinlongitudinaldirectionisprovidedbyadditionalbracing(notbythesaddlesasitisassumedintheGIPmodel)theGIPformulasinstep6havebeenadjustedtoexcludetheeffectoflongitudinalseismicloadsappliedtothesaddles.WhentheseloadsareexcludedthetransverseandverticalcapacitiessubstantiallyIncreased.Howevertheanchoragecapacityofthelongitudinalbracing(governedbythebaseplatecapacityinbending)stilldoesnotmeetthelongitudinalseismicdemand.Thusthe60-09and60-10tanksareoutliers.
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