ML17255A638

From kanterella
Revision as of 22:42, 3 May 2018 by StriderTol (talk | contribs) (Created page by program invented by StriderTol)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search
Tornado Missile Accident Analysis for Spent Fuel Storage Racks for Rochester Gas & Electric.
ML17255A638
Person / Time
Site: Ginna Constellation icon.png
Issue date: 10/04/1983
From: LINDER R, WACHTER W J, WAITE H H
U.S. TOOL & DIE, INC.
To:
Shared Package
ML17255A634 List:
References
8367--5, 8367-00-0005, NUDOCS 8401250303
Download: ML17255A638 (19)


Text

TELEPHONE(412)961-0323U.S.U.S.TOQLRQIE,INC.AnNPSCorp.Subeldiery4030ROUTE8~ALLISONPARK,PENNSYLVANIA15101K)RNADOMISSILEACCIDENTANALYSISSPENTFUELSTORAGERACKSROCHESTERGASANDELECTRIC8367-00-0005OCTOBER4,1983PREPAREDBYHaroldH.Waite7IfKEENEDBYc.'ATF/8/Will'.WachterAPPROVEDBY~r.~~EngineeringManagere40iVSOSOSBOOS>8PDRADOCK05000244PFORc-7-8DFrankE.WitschQGa13.~AssQx'anceManager PAGE1OF16STATEMENTOFPROBLEM:DETERMINETHEEFFECTONTHESPENTFUELRACKCAUSEDBYTHEIMPACTOFAMISSILE,ASDEFINEDBYROCHESTERGAS6ELECTRIC,BEINGAPOLE12.5INCHESINDIAMETER,35FEETLONGANDWEIGHING1490POUNDS.THISCORRESPONDESTOTHEMISSILEDEFINEDINREFERENCE¹4ASA13.5INCHDIAMETER,35FOOTLONGUTILITYPOLE,WEIGHING1490POUNDS.CONCLUSION:THISANALYSISDEMONSTRATESTHATTHEIMPACTOFTHEMISSILEWILLNOTIMPAIRTHEINTEGRITYOFTHERACKTOMAINTAINITSSUBCRITICALGEOMETRICARRAY.INTRODUCTION:A35FOOTLONGPOLE,13.5INCHESINDIAMETERANDWEIGHING1490POUNDSCOULDBEASUGARMAPLEWOODHAVINGADENSITYOF43LB/SQ.FT.THEPOLEWOULDIMPACTTHERACKWITHTHEFORCEONTHEPOLEPARAI,LELTOTHEGRAIN.PROPERTIESOFSUGARMAPLE-124/iMOISTURECONTENT-FROMREF¹6.MODULUSOFELASTICITY1.83E06PSIMAXIMUMCRUSHINGSTR.PARALLELTOGRAIN=7830PSIMAXIMUMSHEARINGSTR.PARALI.ELTOGRAIN=2330PSILOADREQUIREDTOIMBEDA0.404IN.DIAM.BALLTO1/2ITSDIAM.1450LB.WHENTHEPOLE'MPACTSTHERACKCONSIDERABLEENERGYWlILBEABSORBEDBYTHEPOI.E.ANYONEWHOHASUSEDWOODENMALLETSORDRIVENONhPIECEOFWOODHASOBSERVEDHOWQUICKLYTHEEDGESAROUNDTHEENDSWILLSPLITAWAYANDHOWTHEENDSBECOMEVERYFIBROUS.INTHISREPORTTHEENERGYABSORBEDBYTHEPOLEISNEGLECTED'FULLSCALETESTWOULDHAVETOBEDONEINORDERTODETERMINEWHATACTULLYHAPPENSTOTHERACK.A3-DFINITEELEMENTELASTIC-PLASTICANALYSISWOULDGIVEEXCEI.LENTINSIGHTINTOHOWTHEFORCESAREDISTRIBUTEDTHROUGHOUTTHERACK.HOWEVERTHISTYPEOFANALYSISISLABORIOUSANDEXPENSIVE.WACHTERASSOCIATESPERFORMEDTESTDEMONSTRATINGTHATTHEIRRACKS.."'""WOULD'ITHSTA'NDA9000'FT-LBMISSILE'LOAD(REF.¹2);.THESETESTSWEREDONEONASINGLEBOXWHICHWASADEQUATEFORTHE9000FT-LBL'OAD.THEIMPACTFORCEIMPOSEDBYTHEMISSILEUNDERINVESTIGATIONINTHISANALYSISISSEVERALTIMESGREATERTROJANTHE"WACHTER"MISSILE.THECOMPOSITERACKASAHONEYCOMBSTRUCTUREMUSTBERECOGNIZEDTODEMONSTRATETHEADEQUACYOFTHERACK.

PAGE2OF16VERTICALIMPACT:TYPICALRACK,SHOWNONFIG.¹1,ISMADEUPOF140BOXES,8.43INCHESSQUAREWITHA0.090INCHTHICKWALL.THEBOXESAREWELDEDTOGETHERTOFORMAHONEYCOMBTYPESTRUCTURE.THEINTERNALBOXESAREATTACHEDTOEACHOTHERBYWELDS.THEGENERAIARRANGEMENTOFTHEWELDSISSHOWNONFIG¹8.THETOTALWELDSHEARAREAONONEBOXIS.'2EA.1/2"DIAM.FUSIONWELDS~2.36SQ.IN.20EA.2"LONGFILLETWELDS'7.20SQ.IN.(Assumefiiietwelds0.18"thk)hEA.1"FILLETWELDS0.72SQ.IN.TOTALWELDAREA10.28SQ~IN.ANYVERTICALLOADSAPPLIEDTOABOXWILLBETRANSMITTEDTOTHEOTHERBOXESVIATHEWELDS.AFORCEAPPLIEDTOASINGLEBOXFROMANYDIRECTIONWILLBEREACTEDBYTHECOMPOSITEHONEYCOMBSTRUCTURE.THESECTIONOFTHERACKENCOMPASSEDBYTHEIMPACTLOADWIILACTASCOLUMNSUNDERCOMPRESSIVELOADINGUNABLETOBUCKLE.THEELASTICSTRAINENERGYWILLBE:PL/2AE(REF¹5)'HERE:P~IMPACTLOADL~COLUMNLENGTHA~CROSSSECTIONALAREARESISTINGTHELOAD.E~YOUNG'SMODULUSTHEEVALUATIONOFTHEEFFECTOFTHEMISSILEIMPACTONA'RACK~'-'IS'ONE-USINGTHESTRAIN'ENERGYMETHODDESCRIBED'INREFERENCE.,~¹3,SECTION2.8-0.ANDREF¹5CHAPTERXI.THERACKSEXHIBITENERGYRESISTANCE:Uu(in-Ibs/in.)THISISFOUNDUSINGTHEAREAUNDERTHESTRESSSTRAINCURVE(STRAINENERGY)SHOWNINFIG.¹5.

PAGE3OF16Uu=(Sy+Su)Ka/2ANDU=UuzAxLWHERE:Sy=YIELDSTRENGTHSu=ULTIMATESTRENGTHKa=ULTIMATEUNITELONGATIONU=ENERGYIMPACTEDTOTHERACKA=CROSSSECTIONALAREAABSORBING"U"L=LENGTHOVERWHICH"U"WILLBEABSORBED.USINGSy~30,000psiandSu=70,000psiUu~50,000KaENERGYINMlSSILE:THEHORIZONTALTORNADOVELOCITYISGIVENAS132MPH.(132MI/HR)<5280FT/MI)<HR/3600SEC)194FT/SECHORIZONTALVELOCITY~0.4<194)=78FT/SECVERTICALVELOCITY~0.8<78)=62FT/SEC.WHENTHEMISSILEENTERSTHEPOOLTHEKINETICENERGYISREDUCEDASITMOVESTHROUGHTHEWATER.THEKINETICENERGYATPOINTOFCONTACTISFOUNDFROMREF01.Z~CdAcs/WWHERE:Cd=DRAGCOEFFICIENT=1.0Acs~CROSSSECTIONALAREAENTERINGPOOLW=WEIGHTOFMISSILE(LBS>D=12.5in.A=0.852SQ.IN.Z~0.852/1090=0.0006FROMCURVESFOR20FTDEPTHSAND.34,.FTDEPTHKE/WEQUALS55AND'00'RESPECTIVELY'.NTERPOL'ATINGFOR25FEET,DEPTHUNDERWATEROFRACK,KE/W=53FT-LB/LB.KEs<53)<1490>=79,000FT-LB.

PAGE4OF16THEVALUESOFA(AREA)ANDL(LENGTH)TOBEUSEDINTHEEQUATIONAREARBITRARY.OBSERVINGFIGURES¹2AND¹3THEAREAUNDERTHEMISSILEASHORTDISTANCEDOWNFROMTHEPOINTOFIMPACTISRESISTEDBYAMINIMUMOF24BOXSIOES.A=(24)(8.43+8.25)<0.09)/2"-18.0SQ.INTHELENGTHOVERWHICHTHEENERGYISABSORBEDCANVARYUPTOTHETOTALIENGTHOF160INCHES.ASTHELOADMOVESDOWNTHEBOXITWILLSPREADOUTATAPPROXIMATLEYA45DEGREEANGLE.THETESTBOXINREFERENCE¹2WAS15INCHESLONG.ITISREASONABLETOASSUME30INCHESASACONSERVATIVELENGTH.AxL=540CU.IN.U=UuxAxL540Uu79,000<12)/540~1755IN-LB/CU.IN.Ka.=1755/50,000=0.035IN/INTOTALDEFORMATION=0.035(30)=1.05IN.IMPACTATPERIPHERYOFRACK:AVERTICALIMPACTLOADINGSHOWNONFIGURE¹4ISASSUMED.18BOXSIDESWOULDACTTORESISTTHELOAD.A=18(18/24)~13.5SQ.IN.U=(13.5)(30)Uu=405UuUu=79,000(12)/405~2340IN-LB/CU.IN.Ka=2340/50,000=0.007IN/IN.TOTALDEFORMATION=(0.047)(30)=1.40IN.

\PAGE5OF16HORIZONTALIMPACTAMISSILEIMPACTINGTHE.RACKFROMTHESIDEWILLBEREACTEDBYTHESIDESPERPENDICULARTOTHEfACEOFTHEMISSILE,.THEHORIZONTALIMPACTLOADWIILACTONTHERACKASSHOWNGNFIGURES06AND07.THERACKISFREESTANDINGASSHOWNINFIGURE06.HOWEVERTHESEISMICRESTRAINTSLOCATEDATTHEBASEOFTHERACKWILLTEND'OMAKEITBEHAVEASACANTILEVERBEAMWHENIMPACTEDBYAMISSILEATTHETOP.THEINITIALVELOCITYOF78FPSWILLBEREDUCEDASITTRAVELSTHROUGHTHEWATER.ITISASSUMEDTHATTHEVELOCITYWILLREDUCEBYATLEAST10'%RTO70FPS.ASTHEMISSILEIMPACTSTHETOPOFTHERACKTHEKINETICENERGYISREDUCEDTO:KE=WbV(C1/(1+(We/Wb)I)/(2g)2WHERE:Wb=WEIGHTOFMISSILEWm=WEIGHTOFRACKASSEMBLEYWe=EQUIVAI,ENTWEIGHTOFTHEMEMBER0.236WmV=INITIALVELOGITYTHEWEIGHTOFTHERACK,Wm,ISUSEDASTHEWEIGHTOFTHEEMPTYRACKPLUSTHEENTRAINEDWATER.W<ent)=(8.25)(160)(62.4)(140)/17282W(Rack)W(Total)We=0.236x75,000=17,700lb.KE=(1490)(7)(1/C1+(17,700/1490)i)/(2g)255,000lb.20,000lb.75,000lb.8800FT-LBTHEALLOWABLEENERGYLOAD,ORIOADTHATCANBEABSORBEDELASTICALLYIS:U=<0.16667SyL/E)(I/c)WHERE:I=MOMENTOFINERTIAOF'ACK'c=DISTANCETONEUTRALAXISI/c=IMPACTLOADSTRENGTH PAGE6OFINTHENORTH-SOUTHDIRECTIONI/c=489,900/(59)=140.8SQ.IN.(IFROMP.7)2INTHEEAST-WESTDIRECTIONI/c"=226,720/(42.15)~127.6SQ.IN.Umin=(0.1667)(30,000)<160)(127.9)/(28E06ai2)c.'100FT-LBTHISISLESSTHANTHEKINETICENERGYFROMTHEMISSILEIMPACT.THEHORIZONTALLOADISCARRIEDTHROUGHTHERACKBY.THESIDESOFTHEBOXESASSHOWNONFIG.¹7.THESECTIONBETWEENTHEBOXESMUSTMAINTAINITSSTRUCTURALINTEGRITYTOCARRYTHELOAD.THESESECTIONSBEHAVEASACOLUMNSWHERE:I~BH/12(8.25)<2)(0.09)/120.124IN.r~I/A=0.124/0.740.4088"-(TE/(L/R),(EULER'FORMULA)1.7E09PSITHESECTIONSBETWEENTHEBOXESWILLCARRYTHELOADFROMONEBOXTOANOTHERWITHOUTBUCKI,ING.

PAGE7OFIGMOMENTOFINERTIAOFTHERACKa-lgd-IId-9d7(I-5d-3dd)8.25~tE4.3Ibos=(bo-b,)/12,4434.81in.Ahoy~<bp-bI)2:22=3.00in.2I-"51's+/AdNa=NUMBEROFBOXESPARALLELTOTHEAXISABOUTWHICHTHEMOMENTOFINERTIAISCALCULATED.Nb=1/2OFTHENUMBEROFBOXESPERPENDICUI.ARTOTHEAXISABOUTWHICHTHEMOMENTOFINERTIA.ISCALCULATED.i=<2Nb-1)(inincrementsof2)ZNatlibaboa+Ad(~(i~)gi=1FORNORTH-SOUTHSEISMICLOADINGNa~10,Nb=7,In-s=489,900in.4An-s=a<20)(0;.0.90)(118'.'0'2)~212.'4.i.n.."2FOREAST-WESTSEISMICLOADINGANa=14,Nb=5,Ie-w=226,720in.2Ae-w=(28)<0.090)(84.3)~212.0in.

ZOCOOLBS MlSSILEIMPACTAREAINSIDEPERIPHERYQFRACKSIDE'SRESISTlNGIMPACT'OAD AGEI0OFl6FiGUPENO3MISSILEIMPACTAREAINSIDEPERIPHERYOF'pgIr,SIDESRESISTINGIMPACTLOAD AGEIIOFIGFtGURENO4MISSILEIMPACTAWEAATPEP.IPHEPYOFRAC8~l-l]SIDESRESIST!NGIMPACTL0ADING PAGEI2OFI6FlGu8t:-NC.5UHITSTRESSSySuUNITSTRAIN PAGCI3OFIGF)GuRvNO.6HOAtZONTALIMPACTFCACE L=lG0RENo-7HGRIZONTALIMPACTFORCEBCX

~~4PEi5OFij-f=iC,uRc~O.eWFLOSIiNCHFILLETV/ELDSIgDIAMFUSIONWELDSr-2INCHFILLETNELDS 0PAGE16OF16

REFERENCES:

1.D.R.Miller,W.A.Williams,TORNADOPROTECTIONFORTHESPENTFUELSTORAGEPOOI.,APED-5696,Class1,Nov.1968.AtomicPowerDepartment,G.E.SanJose,Cal2.SPENTFUELSTORAGERACKS-FUELBOXCRUSHTEST;ReportandCalculations,4907F17,WachterAssociates,INC.,1/2/80.3.,OrnerW.Blodgett,DESIGNOFWEI.DEDSTRUCTURES,JamesF.LincolnArcWeldingfoundation.Clev.Ohio.,1975.NUREG-0800,V.S.NuclearRegulatoryCommission,StandardReviewPlan,3.5.1.0,MISSILESGENERATEDBYNATURALPHENOMENA.,Rev.2,July1981.5.S.Timoshenko,STRENGTHOFMATERIALS,PartI.D.VanNostrandCo.Inc.,N.Y.N.Y.,1955.6.OW.Eshbach,M.Souders,HANDBOOKOFENGINEERINGFUNDEMENTALS,JohnWiley8Sons,N.Y.N.Y.,1974.

AttachmentCInaccordancewith10CFR50.91thischangetotheTechnicalSpecificationshasbeenevaluatedagainstthreecriteriatodetermineiftheoperation,ofthefacilityinaccordance'iththeproposedamendmentwould:2.involveasignificantincreaseintheprobabilityorconsequencesofanaccidentpreviouslyevaluated;orcreatethepossibilityofanewordifferentkindofaccidentfromanyaccidentpreviouslyevaluated;or3.involveasignificantreductioninamarginofsafety.Asoutlinedbelow,RochesterGas6Electricsubmitsthattheissuesassociatedwiththisamendmentrequestareoutsidethecriteriaof10CFR50.91,andtherefore,anosignificanthazardsfindingiswarranted.AttachmentBpresentedananalysisofthedoseconsequences.resultingfromtheimpactofatornadomissile.Becauseofthelimiteddeflectionoftherack(1.4inches)onimpact,andthe,2'utof4storagespaceconfiguration,itisimpossibletopostulatedamageinexcessofatotalnumberofrodsequivalenttofivefuelassemblies.'singaconservativeX/Qvalue,consideringtheassumedtornadoconditions,resultsinadoseattheEABof60rem.Thisiswellwithintheguidelinesof10CFR100andislessthanwhattheNRCconsideredacceptableforthefuelhandlingaccidentinsidecontainment(96rem).Thereforeanosignificanthazardsfindingiswarrantedforthefollowingreasons:Thereisnoincreaseintheprobabilityofimpactofatornadomissileonspentfuel.TheconsequenceswereevaluatedtobelessthanwhattheNRCconsideredacceptablepreviouslybecauseamoreappropriateX/Qvalueforthepostulatedtornadoconditionwasused.2."3.Thepossibiltyofadifferentkindofaccidentisnotcreated.Thereisnosignificantreductioninthemarginofsafety.Theconsequencesofsuchanaccidentarelessthanpreviousresults.