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{{#Wiki_filter:CALC$JgPp~gOILIMPRP.eu.of<~c4,oPlgMPRAssociates,inc.320KingStreetAlexandria,VA22314CALCULATIONTITLEPAGEClientProjectTitleNiagaraMohawkPowerCorporationNMP-1RWCUWeld33-FW-22OverlayDesignSSFLAWOverlaySizePage1of8+r4~u~avmTaskNo.085-9708-295-0CalculationNo.085-295-02Preparer/DateChecker/DateReviewer/DateRev.No.s./hachpg~~r~~c~~~s(ra/pp5//c/'5'Ps/c/ggf~Quf~(r.(q7QUALITYASSURANCEDOCUMENThisdocumenthasbeenprepared,checked,andreviewedinaccordancewiththeQualityAssurancerequirementsof10CFR50AppendixB,asspecifiedintheMPRQualityAssuranceManual.9705280089970519PDRADQCK05000220PPDR H'll c-A~gt4-EgHoolilMPRMPRAssociates,Inc.320NngStreetAlexandria,VA22314of(+RECORDOFREVISIONSCalcuiationNo.085-2952RevisionPreparedByci~DescriptionCheckedByPage2InitialIssueChangedtitleofAttachment1.
{{#Wiki_filter:CALC$JgPp~gOILIMPRP.eu.of<~c4,oPlgMPRAssociates, inc.320KingStreetAlexandria, VA22314CALCULATION TITLEPAGEClientProjectTitleNiagaraMohawkPowerCorporation NMP-1RWCUWeld33-FW-22OverlayDesignSSFLAWOverlaySizePage1of8+r4~u~avmTaskNo.085-9708-295-0 Calculation No.085-295-02 Preparer/Date Checker/Date Reviewer/Date Rev.No.s./hachpg~~r~~c~~~s(ra/pp5//c/'5'Ps/c/ggf~Quf~(r.(q7QUALITYASSURANCE DOCUMENThisdocumenthasbeenprepared, checked,andreviewedinaccordance withtheQualityAssurance requirements of10CFR50AppendixB,asspecified intheMPRQualityAssurance Manual.9705280089 970519PDRADQCK05000220PPDR H'll c-A~gt4-EgHoolilMPRMPRAssociates, Inc.320NngStreetAlexandria, VA22314of(+RECORDOFREVISIONS Calcuiation No.085-2952RevisionPreparedByci~Description CheckedByPage2InitialIssueChangedtitleofAttachment
gV tiiMXuCalculationNo.085-295-02PreparedByp~~4oP/gMPRAssociates,Inc.320KingStreetAlexandria,VA22314Page3CONTENTSSection1.02.0PURPOSESUMMARYOFRESULTS.~Pae3.0APPROACH4.0CALCULATION5.0OVERLAYLENGTHCALCULATION6.0ATI'ACHMENTS1SSFLAWProgramOutput2ExaminationReportforWeld33-FW-22dated5/15/97 I
: 1.
CAu5'll-3HOoRkm~Or~~MXRMPRAssociates,Inc.320KingStreetAlexandria,VA22314>oglgCalculationNo.085-295-02PreparedByPage41.0PURPOSEThepurposeofthiscalculationistodeterminethethicknessofanoverlaytobeinstalledatthelocationofWeld33-FW-22intheNMP-1RWCUpipingsystem.2.0SUMMARYTheoverlaysizeis:Thickness:Length:0.25-inchminimum25-inchminimum,centeredonthenozzlesideedgeoftheweldcrown3.0APPROACHIn1988NMPCobtainedcomputerprogramSSFLAW,whichcalculatesoverlaysizesusingthemethodpresentedinReference1.Reference2describestheprogram,itsdevelopment,anduse,andprovidesausermanualfortheprogram.Theprogramperformsthefollowingoperations:SSFLAWassumesthecrackextends360degreesaroundthepipeandpenetratesfullythroughtheoriginalpipewalLThecrackisassumedtostopattheoverlay.
gV tiiMXuCalculation No.085-295-02 PreparedByp~~4oP/gMPRAssociates, Inc.320KingStreetAlexandria, VA22314Page3CONTENTSSection1.02.0PURPOSESUMMARYOFRESULTS.~Pae3.0APPROACH4.0CALCULATION
 
==5.0 OVERLAYLENGTHCALCULATION==
6.0ATI'ACHMENTS 1SSFLAWProgramOutput2Examination ReportforWeld33-FW-22dated5/15/97 I
CAu5'll-3HOoRkm~Or~~MXRMPRAssociates, Inc.320KingStreetAlexandria, VA22314>oglgCalculation No.085-295-02 PreparedByPage41.0PURPOSEThepurposeofthiscalculation istodetermine thethickness ofanoverlaytobeinstalled atthelocationofWeld33-FW-22intheNMP-1RWCUpipingsystem.2.0SUMMARYTheoverlaysizeis:Thickness:
Length:0.25-inch minimum25-inchminimum,centeredonthenozzlesideedgeoftheweldcrown3.0APPROACHIn1988NMPCobtainedcomputerprogramSSFLAW,whichcalculates overlaysizesusingthemethodpresented inReference 1.Reference 2describes theprogram,itsdevelopment, anduse,andprovidesausermanualfortheprogram.Theprogramperformsthefollowing operations:
SSFLAWassumesthecrackextends360degreesaroundthepipeandpenetrates fullythroughtheoriginalpipewalLThecrackisassumedtostopattheoverlay.
st~=A41(
st~=A41(
lXLMPRA.eMPRAssociates,Inc.320KingStreetAlexandria,VA22314CalculationNo.085-295-02PreparedByCheckedByPage5SSFLAWthenusesthestressesappliedtothesectiontodeterminetheoverlaythicknessneededtopreventplasticcollapseofthesection,includingafactorofsafetyof2.77asrequiredbyNUREG-0313,Revision2.4.0CALCULATION4.1PromSSFLAWInutsAppendixAtotheSSFLAWuser'smanual(Reference2)describestheinputsrequiredtoruntheprogram.Therequiredinputsforoverlaysizingarelistedbelow,alongwiththevaluestobeusedinthepI'ograIn.,e'eitIntnindnh.SSFLAWdefaultvaluesfortheseparametersareused.TheprogramcalculatestheseparametersforType304materialattheinputtemperatureofthesystem(discussedbelow).0eratinTemerature.PerReference3,thedesignnozzletemperatureis575'F.Pressure.PerReference3,thedesignpressureofthenozzleis1300psig.PieOutsideDiameterandWallThickness.PerReference3,theweldisinnominal6-inchpiping(6.625-inchactualOD)with0.38-inchminimumwallthickness.  
lXLMPRA.eMPRAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-295-02 PreparedByCheckedByPage5SSFLAWthenusesthestressesappliedtothesectiontodetermine theoverlaythickness neededtopreventplasticcollapseofthesection,including afactorofsafetyof2.77asrequiredbyNUREG-0313, Revision2.4.0CALCULATION 4.1PromSSFLAWInutsAppendixAtotheSSFLAWuser'smanual(Reference 2)describes theinputsrequiredtoruntheprogram.Therequiredinputsforoverlaysizingarelistedbelow,alongwiththevaluestobeusedinthepI'ograIn.
,e'eitIntnindnh.SSFLAWdefaultvalues fortheseparameters areused.Theprogramcalculates theseparameters forType304materialattheinputtemperature ofthesystem(discussed below).0eratinTemerature.PerReference 3,thedesignnozzletemperature is575'F.Pressure.
PerReference 3,thedesignpressureofthenozzleis1300psig.PieOutsideDiameterandWallThickness.
PerReference 3,theweldisinnominal6-inchpiping(6.625-inch actualOD)with0.38-inch minimumwallthickness.  


~+~<I4-9Hoa~/LIMPRMPRAssociates,Inc.320KingStreetAlexandria,VA22314CalculationNo.085-295-02PreparedByPage6AliedStresses.StressesarecalculatedinReference4asfollows:AppliedTensileStress;AppliedBendingStress:0.4ksi12.0ksiNotethattheabovestressesincludesecondarystressesduetothermalexpansion.TreatingthermalstressesasprimarystressesisrequiredbyNUREG-0313,Revision2foroverlaysfabricatedfromSMAWweldmetal.PertheSSFLAWusermanual,pressurestressiscalculatedseparatelybytheprogramandsoisnottobeincludedintheinputstresses.NotethatthefollowingparametersarespeciQedforinputintoProgramSSFLAWbutarenotneededfortheoverlaysizingcalculationmethod:'eldTypeResidualStressStateHawOrientation,LengthandDepthServiceIntervalReferenceSourceforAllowableHawSizeTherefore,forProgramSSFLAWrunsmadeinthiscalculation,theinputvaluesfortheseparametersareselectedasdefaultvalues.PromSSFLAWResultsAttachment1presentstheprintoutfromProgramSSFLAWrunfortheaboveinputs.Theresultsshowthatanoverlaythicknessof0.25-inchminimumisacceptablefortheappliedstresses.ProgramSSFLAWwasdevelopedandusedinaccordancewiththeMPRAssociatesQualityAssuranceProgram.  
~+~<I4-9Hoa~/LIMPRMPRAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-295-02 PreparedByPage6AliedStresses.
Stressesarecalculated inReference 4asfollows:AppliedTensileStress;AppliedBendingStress:0.4ksi12.0ksiNotethattheabovestressesincludesecondary stressesduetothermalexpansion.
TreatingthermalstressesasprimarystressesisrequiredbyNUREG-0313, Revision2foroverlaysfabricated fromSMAWweldmetal.PertheSSFLAWusermanual,pressurestressiscalculated separately bytheprogramandsoisnottobeincludedintheinputstresses.
Notethatthefollowing parameters arespeciQedforinputintoProgramSSFLAWbutarenotneededfortheoverlaysizingcalculation method:'eldTypeResidualStressStateHawOrientation, LengthandDepthServiceIntervalReference SourceforAllowable HawSizeTherefore, forProgramSSFLAWrunsmadeinthiscalculation, theinputvaluesfortheseparameters areselectedasdefaultvalues.PromSSFLAWResultsAttachment 1presentstheprintoutfromProgramSSFLAWrunfortheaboveinputs.Theresultsshowthatanoverlaythickness of0.25-inch minimumisacceptable fortheappliedstresses.
ProgramSSFLAWwasdeveloped andusedinaccordance withtheMPRAssociates QualityAssurance Program.  


e.~~s'i<seed~iiiMPud'+lcMPHAssociates,Inc.320KingStreetAlexandria,VA22314CalculationNo.085-29542PreparedByCheckedByPage75.0OVERLAYLENGTHCALCULATIONCodeCaseN-504(Reference5)providesthefoHowinginstructionfordeterminingthelengthoftheoverlayrequiredbeyondeachedgeoftheobservedflaws:Length=0.75(R)(t)whereR=outerradiusandt=nominalwallthicknessofpipe.Accordingly,therequiredoverlaylengthbeyondeachendoftheobservedflawsforthis6-inchOD,schedule80pipeis:Length=0.75(6.625"/2)(0.432")=0.9"PerReference6(Attachment2),theobservedlengthoftheindicationis0531-inch(equalto7/16-inchplus3/32-inch).Therequiredlengthisthen:0.531"+2(0.9")=2.33"Use2.5-inchminimumlengthcenteredonthenozzlesideedgeoftheweldcrown.
e.~~s'i<seed~iiiMPud'+lcMPHAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-29542 PreparedByCheckedByPage75.0OVERLAYLENGTHCALCULATION CodeCaseN-504(Reference 5)providesthefoHowinginstruction fordetermining thelengthoftheoverlayrequiredbeyondeachedgeoftheobservedflaws:Length=0.75(R)(t)whereR=outerradiusandt=nominalwallthickness ofpipe.Accordingly, therequiredoverlaylengthbeyondeachendoftheobservedflawsforthis6-inchOD,schedule80pipeis:Length=0.75(6.625"/2)(0.432")=0.9"PerReference 6(Attachment 2),theobservedlengthoftheindication is0531-inch (equalto7/16-inch plus3/32-inch).
rlP 5Asi<-%MowtsiMPRMPRAssociates,Inc.320KingStreetAlexandria,VA22314ggp/+CalculationNo.085-295-02PreparedBy6-CheckedByPage
Therequiredlengthisthen:0.531"+2(0.9")=2.33"Use2.5-inchminimumlengthcenteredonthenozzlesideedgeoftheweldcrown.
rlP 5Asi<-%MowtsiMPRMPRAssociates, Inc.320KingStreetAlexandria, VA22314ggp/+Calculation No.085-295-02 PreparedBy6-CheckedByPage


==85.0REFERENCES==
==85.0REFERENCES==
"EvaluationofFlawsinAusteniticSteelPiping,"SectionXITaskGroupforPipingFlawEvaluation(ASMECode),JournalOfPressureVesselTechnology,Volume108,No.3,August1986.2.MPRReportMPR-1037,Revision1,"SSFLAW-AComputerProgramtoEvaluateCracksinStainlessSteelPiping(Version1.1),"April1988.3.SouthwesternEngineeringCompanyDrawing77528,Rev.17,"RegenerativeClean-upHeat4Exchanger"(forRWCUHXND-03).4.MPRCalculation085-295-01,"NMP-1RWCUWeld33-FW-22OverlayDesign,StressesforInputtoProgramSSFLAW,"Revision0.5.ASMEBoilerAndPressureVesselCodeCaseN-504,datedApril30,1992.6.NMPCRadiographicExaminationReportforWeld33-FW-22dated5/15/97.PncludedasIAttachment2.]


C.4m5J4-ggHora1MPRMPRAssociates,Inc.320KingStreetAlexandria,VA22314/DOP/$CalculationNo.085-295-02PreparedByMcs~CheckedByPage1ATTACHMENT1SSFLAWProgramOutput I  
"Evaluation ofFlawsinAustenitic SteelPiping,"SectionXITaskGroupforPipingFlawEvaluation (ASMECode),JournalOfPressureVesselTechnology, Volume108,No.3,August1986.2.MPRReportMPR-1037, Revision1,"SSFLAW-AComputerProgramtoEvaluateCracksinStainless SteelPiping(Version1.1),"April1988.3.Southwestern Engineering CompanyDrawing77528,Rev.17,"Regenerative Clean-upHeat4Exchanger" (forRWCUHXND-03).4.MPRCalculation 085-295-01, "NMP-1RWCUWeld33-FW-22OverlayDesign,StressesforInputtoProgramSSFLAW,"Revision0.5.ASMEBoilerAndPressureVesselCodeCaseN-504,datedApril30,1992.6.NMPCRadiographic Examination ReportforWeld33-FW-22dated5/15/97.PncludedasIAttachment 2.]
&#xc3;Qeu0DOCNOO$S'.ZtS'-ozOft$SSFLAWVersion1.1(April5,1988)ATI'ACHMENTOFOverlaySizingCalculationResults33-FW-22WeldOverlaySizingDate:5/16/97PipeMaterial:Type304StainlessSteelSm=16.67ksiSy=18.50ksiPipeGeometry:OutsideDiameter=WallThickness=6.625in0.380inSystemOperatingConditions:Pressure=1300.0psigTemperature=575.0FTensileStress(ksi)BendingStress(ksi)PressureStress(ksi)NormalConditions0.4012.005.02FaultedConditions0.4012.005.02RequiredWeldOverlayDimensions:OverlaThickness=0.233inverlayLength=1.  
 
C.4m5J4-ggHora1MPRMPRAssociates, Inc.320KingStreetAlexandria, VA22314/DOP/$Calculation No.085-295-02 PreparedByMcs~CheckedByPage1ATTACHMENT 1SSFLAWProgramOutput I  
&#xc3;Qeu0DOCNOO$S'.ZtS'-ozOft$SSFLAWVersion1.1(April5,1988)ATI'ACHMENT OFOverlaySizingCalculation Results33-FW-22WeldOverlaySizingDate:5/16/97PipeMaterial:
Type304Stainless SteelSm=16.67ksiSy=18.50ksiPipeGeometry:
OutsideDiameter=
WallThickness=
6.625in0.380inSystemOperating Conditions:
Pressure=
1300.0psigTemperature=
575.0FTensileStress(ksi)BendingStress(ksi)PressureStress(ksi)NormalConditions 0.4012.005.02FaultedConditions 0.4012.005.02RequiredWeldOverlayDimensions:
OverlaThickness=
0.233inverlayLength=1.  


WMPR5'I4-39<o/2MPRAssociates,Inc.320KingStreetAlexandria,VA22314CalculationNo.085-295-02PreparedByCheckedByPage1ATTACHMENT2RadiographicExaminationReportforWeld33-FiV-22dated5/15/97  
WMPR5'I4-39<o/2MPRAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-295-02 PreparedByCheckedByPage1ATTACHMENT 2Radiographic Examination ReportforWeld33-FiV-22 dated5/15/97  


nI..y,lr~~~t4L.CS(4-33HLIQada!r't3Opl4RADIOQRAPEICEXAMINATIONREPORTOOC.NOAWACHMenZSHEET~OFTNIAGARAICMOII*IIIKRTExAMINATloNREPoltTKineMllePointUnitlSO/bwg.:Syatem:+i~~PNDSReport:Page1otJWorkDocument:ExamItem:Procedure:/01'tC.RadiationSourceandSIN:~c4llstsrl~ITypo:C./+5+No.olCurios:tI~KY:Mn:BaaeMetalThlckneae!-ObJecttoFilmDlatance:-5'4WeldThickneee!FilmLoad:Ellldl~Douhle~OtherPipsQlamelaror.Prooeaslnp:lisnusl~AutoWeldLeepth:'yensttometsrNumheWellflilpPresses(seiliood:penetrsmelsrMstarlalndNo.:rtdt~~>>sLocation:FilmSide!""-riShimMaterialandThlckneaaSack:TechniqueQeedro/2GeometricVnaharpnoee(VG)0-S.Z./04>>/()ee()MIio00IACH'0CHAC'hIQCOHIo~t~t0QCC0doCIf0~r0CJCCooleIC~eCOHCcVHC4,I00~dWuQClHCEuL0~r6EeC0rotHCOHIeEsCMm0~CEtarEiCV0CycxEllmJahmchrrf<<dh1$C)Ctsv~vrtr~4W~0011ndtW<HCvrdpgJEet,Q5(1CiN)Qhct.uT5"'t~c.'IQrmsr)4.~I$Jhdeufo(,Otal,0M~lMcSThOV'ttlAcceotaytceCriteria!Examiner1:'~4'xaminerReviewer:ANtt~ExamItemtable?YeaNot.evet~bate!t.evel~Date!~'~PrevloueWctsgFLevel:halo:PalsRsvleusdyYeethnNoD~te:mavin>>sr  
nI..y,lr~~~t4L.CS(4-33HLIQ ada!r't3Opl4RADIOQRAPEIC EXAMINATION REPORTOOC.NOAWACHMenZSHEET~OFTNIAGARAICMOII*IIIK RTExAMINATloN REPoltTKineMllePointUnitlSO/bwg.:Syatem:+i~~PNDSReport:Page1otJWorkDocument:
ExamItem:Procedure:
/01'tC.Radiation SourceandSIN:~c4llstsrl~ITypo:C./+5+No.olCurios:tI~KY:Mn:BaaeMetalThlckneae!-
ObJecttoFilmDlatance:
-5'4WeldThickneee!
FilmLoad:Ellldl~Douhle~OtherPipsQlamelaror.Prooeaslnp:
lisnusl~AutoWeldLeepth:'yensttometsr NumheWellflilp Presses(sei liood:penetrsmelsr MstarlalndNo.:rtdt~~>>sLocation:
FilmSide!""-riShimMaterialandThlckneaa Sack:Technique Qeedro/2Geometric Vnaharpnoee (VG)0-S.Z./04>>/()ee()MIio00IACH'0CHAC'hIQCOHIo~t~t0QCC0doCIf0~r0CJCCooleIC~eCOHCcVHC4,I00~dWuQClHCEuL0~r6EeC0rotHCOHIeEsCMm0~CEtarEiCV0CycxEllmJahmchrr f<<dh1$C)Ctsv~vrtr~4W~0011ndtW<HCvrdpgJEet,Q5(1CiN)Qhct.uT5"'t~c.'IQrmsr)4.~I$Jhdeufo(,Otal,0M~lMcSThOV'ttlAcceotaytce Criteria!
Examiner1:'~4'xaminer Reviewer:
ANtt~ExamItemtable?YeaNot.evet~bate!
t.evel~Date!~'~PrevloueWctsgFLevel:halo:PalsRsvleusdy YeethnNoD~te:mavin>>sr  
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.-.-~L4NQHQlSKPlantlUnjt:ljlnet5jjepojntUnjt.!$0/Dao.:System'.srarcvstjixvgDEReport-+orLDocument:PalateotExamItem.ProcedvreIRN4:5'(4-S3Ho~1~e~>($o+/4r6(54+we+roe~DOC.NOATTACHMENTSHEET>QF-+=g~(TnSCALE-&<~CAvS~~~)c78ICExainjner1;Examjnor2-Aevle~1:Lev,LCaaPsny:nslc-<~r:-~I"W:b'av>:Coaes~r:}}
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Revision as of 21:53, 29 June 2018

Rev 1 to Ssflaw Overlay Size.
ML17059B562
Person / Time
Site: Nine Mile Point Constellation icon.png
Issue date: 05/16/1997
From: TRENCH R
MPR ASSOCIATES, INC.
To:
Shared Package
ML17059B563 List:
References
085-295-02, 085-295-02-R01, 85-295-2, 85-295-2-R1, S14-33M009, S14-33M9, NUDOCS 9705280089
Download: ML17059B562 (28)


Text

CALC$JgPp~gOILIMPRP.eu.of<~c4,oPlgMPRAssociates, inc.320KingStreetAlexandria, VA22314CALCULATION TITLEPAGEClientProjectTitleNiagaraMohawkPowerCorporation NMP-1RWCUWeld33-FW-22OverlayDesignSSFLAWOverlaySizePage1of8+r4~u~avmTaskNo.085-9708-295-0 Calculation No.085-295-02 Preparer/Date Checker/Date Reviewer/Date Rev.No.s./hachpg~~r~~c~~~s(ra/pp5//c/'5'Ps/c/ggf~Quf~(r.(q7QUALITYASSURANCE DOCUMENThisdocumenthasbeenprepared, checked,andreviewedinaccordance withtheQualityAssurance requirements of10CFR50AppendixB,asspecified intheMPRQualityAssurance Manual.9705280089 970519PDRADQCK05000220PPDR H'll c-A~gt4-EgHoolilMPRMPRAssociates, Inc.320NngStreetAlexandria, VA22314of(+RECORDOFREVISIONS Calcuiation No.085-2952RevisionPreparedByci~Description CheckedByPage2InitialIssueChangedtitleofAttachment

1.

gV tiiMXuCalculation No.085-295-02 PreparedByp~~4oP/gMPRAssociates, Inc.320KingStreetAlexandria, VA22314Page3CONTENTSSection1.02.0PURPOSESUMMARYOFRESULTS.~Pae3.0APPROACH4.0CALCULATION

5.0 OVERLAYLENGTHCALCULATION

6.0ATI'ACHMENTS 1SSFLAWProgramOutput2Examination ReportforWeld33-FW-22dated5/15/97 I

CAu5'll-3HOoRkm~Or~~MXRMPRAssociates, Inc.320KingStreetAlexandria, VA22314>oglgCalculation No.085-295-02 PreparedByPage41.0PURPOSEThepurposeofthiscalculation istodetermine thethickness ofanoverlaytobeinstalled atthelocationofWeld33-FW-22intheNMP-1RWCUpipingsystem.2.0SUMMARYTheoverlaysizeis:Thickness:

Length:0.25-inch minimum25-inchminimum,centeredonthenozzlesideedgeoftheweldcrown3.0APPROACHIn1988NMPCobtainedcomputerprogramSSFLAW,whichcalculates overlaysizesusingthemethodpresented inReference 1.Reference 2describes theprogram,itsdevelopment, anduse,andprovidesausermanualfortheprogram.Theprogramperformsthefollowing operations:

SSFLAWassumesthecrackextends360degreesaroundthepipeandpenetrates fullythroughtheoriginalpipewalLThecrackisassumedtostopattheoverlay.

st~=A41(

lXLMPRA.eMPRAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-295-02 PreparedByCheckedByPage5SSFLAWthenusesthestressesappliedtothesectiontodetermine theoverlaythickness neededtopreventplasticcollapseofthesection,including afactorofsafetyof2.77asrequiredbyNUREG-0313, Revision2.4.0CALCULATION 4.1PromSSFLAWInutsAppendixAtotheSSFLAWuser'smanual(Reference 2)describes theinputsrequiredtoruntheprogram.Therequiredinputsforoverlaysizingarelistedbelow,alongwiththevaluestobeusedinthepI'ograIn.

,e'eitIntnindnh.SSFLAWdefaultvalues fortheseparameters areused.Theprogramcalculates theseparameters forType304materialattheinputtemperature ofthesystem(discussed below).0eratinTemerature.PerReference 3,thedesignnozzletemperature is575'F.Pressure.

PerReference 3,thedesignpressureofthenozzleis1300psig.PieOutsideDiameterandWallThickness.

PerReference 3,theweldisinnominal6-inchpiping(6.625-inch actualOD)with0.38-inch minimumwallthickness.

~+~<I4-9Hoa~/LIMPRMPRAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-295-02 PreparedByPage6AliedStresses.

Stressesarecalculated inReference 4asfollows:AppliedTensileStress;AppliedBendingStress:0.4ksi12.0ksiNotethattheabovestressesincludesecondary stressesduetothermalexpansion.

TreatingthermalstressesasprimarystressesisrequiredbyNUREG-0313, Revision2foroverlaysfabricated fromSMAWweldmetal.PertheSSFLAWusermanual,pressurestressiscalculated separately bytheprogramandsoisnottobeincludedintheinputstresses.

Notethatthefollowing parameters arespeciQedforinputintoProgramSSFLAWbutarenotneededfortheoverlaysizingcalculation method:'eldTypeResidualStressStateHawOrientation, LengthandDepthServiceIntervalReference SourceforAllowable HawSizeTherefore, forProgramSSFLAWrunsmadeinthiscalculation, theinputvaluesfortheseparameters areselectedasdefaultvalues.PromSSFLAWResultsAttachment 1presentstheprintoutfromProgramSSFLAWrunfortheaboveinputs.Theresultsshowthatanoverlaythickness of0.25-inch minimumisacceptable fortheappliedstresses.

ProgramSSFLAWwasdeveloped andusedinaccordance withtheMPRAssociates QualityAssurance Program.

e.~~s'i<seed~iiiMPud'+lcMPHAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-29542 PreparedByCheckedByPage75.0OVERLAYLENGTHCALCULATION CodeCaseN-504(Reference 5)providesthefoHowinginstruction fordetermining thelengthoftheoverlayrequiredbeyondeachedgeoftheobservedflaws:Length=0.75(R)(t)whereR=outerradiusandt=nominalwallthickness ofpipe.Accordingly, therequiredoverlaylengthbeyondeachendoftheobservedflawsforthis6-inchOD,schedule80pipeis:Length=0.75(6.625"/2)(0.432")=0.9"PerReference 6(Attachment 2),theobservedlengthoftheindication is0531-inch (equalto7/16-inch plus3/32-inch).

Therequiredlengthisthen:0.531"+2(0.9")=2.33"Use2.5-inchminimumlengthcenteredonthenozzlesideedgeoftheweldcrown.

rlP 5Asi<-%MowtsiMPRMPRAssociates, Inc.320KingStreetAlexandria, VA22314ggp/+Calculation No.085-295-02 PreparedBy6-CheckedByPage

85.0REFERENCES

"Evaluation ofFlawsinAustenitic SteelPiping,"SectionXITaskGroupforPipingFlawEvaluation (ASMECode),JournalOfPressureVesselTechnology, Volume108,No.3,August1986.2.MPRReportMPR-1037, Revision1,"SSFLAW-AComputerProgramtoEvaluateCracksinStainless SteelPiping(Version1.1),"April1988.3.Southwestern Engineering CompanyDrawing77528,Rev.17,"Regenerative Clean-upHeat4Exchanger" (forRWCUHXND-03).4.MPRCalculation 085-295-01, "NMP-1RWCUWeld33-FW-22OverlayDesign,StressesforInputtoProgramSSFLAW,"Revision0.5.ASMEBoilerAndPressureVesselCodeCaseN-504,datedApril30,1992.6.NMPCRadiographic Examination ReportforWeld33-FW-22dated5/15/97.PncludedasIAttachment 2.]

C.4m5J4-ggHora1MPRMPRAssociates, Inc.320KingStreetAlexandria, VA22314/DOP/$Calculation No.085-295-02 PreparedByMcs~CheckedByPage1ATTACHMENT 1SSFLAWProgramOutput I

ÃQeu0DOCNOO$S'.ZtS'-ozOft$SSFLAWVersion1.1(April5,1988)ATI'ACHMENT OFOverlaySizingCalculation Results33-FW-22WeldOverlaySizingDate:5/16/97PipeMaterial:

Type304Stainless SteelSm=16.67ksiSy=18.50ksiPipeGeometry:

OutsideDiameter=

WallThickness=

6.625in0.380inSystemOperating Conditions:

Pressure=

1300.0psigTemperature=

575.0FTensileStress(ksi)BendingStress(ksi)PressureStress(ksi)NormalConditions 0.4012.005.02FaultedConditions 0.4012.005.02RequiredWeldOverlayDimensions:

OverlaThickness=

0.233inverlayLength=1.

WMPR5'I4-39<o/2MPRAssociates, Inc.320KingStreetAlexandria, VA22314Calculation No.085-295-02 PreparedByCheckedByPage1ATTACHMENT 2Radiographic Examination ReportforWeld33-FiV-22 dated5/15/97

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