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CBFO:ERCD:MG:SV:24-0168
Department of Energy
Carlsbad Field Office
P. O. Box 3090
Carlsbad, New Mexico 88221
Ms. Lee Ann B. Veal, Director
Radiation Protection Division
Office of Radiation and Indoor Air
Environmental Protection Agency
William Jefferson Clinton Building, West
1301 Constitution Ave. NW, Mail Code 6608T
Washington, D.C. 20004
Subject: Planned Change Request for the use of Replacement Panels 11 and 12
Dear Ms. Veal:
The purpose of this transmittal is to provide the Planned Change Request (PCR) for the use of
Replacement Panels 11 and 12 to the United States Environmental Protection Agency (EPA).
The use of Panels 11 and 12 for the disposal of defense-related transuranic (TRU) waste will
result in a change to the disposal system from the most recent compliance application. Pursuant
to 40 Code of Federal Regulations (CFR) 194.4(b)(3), the U.S. Department of Energy (DOE) is
requesting the EPA approve this planned change.
As described in the PCR, the events of 2014 impacted underground activities, including mining,
underground maintenance, and TRU waste disposal. Due to deteriorating ground conditions
and radiological contamination, the southern portion of the repository (Panels 3 through 6 and
Panel Equivalent 9) was closed in 2019, resulting in a loss of underground disposal capacity
associated primarily with equivalent Panel 9. This closure was preceded by decisions not to use
most of Panel 1, Rooms 4, 5, and 6; Panel 7, Rooms 6 and 7; and a portion of Panel 7, Room 4,
which also resulted in underutilization of disposal capacity. The design for replacement Panels
11 and 12 will be similar to Panels 1 through 8 and will recover the lost disposal capacity of
approximately two panels.
Uninterrupted TRU waste-disposal operations at the Waste Isolation Pilot Plant facility are vital
to ensure that national TRU waste cleanup goals within the DOE complex are met.
Replacement Panels 11 and 12 would support uninterrupted waste-disposal operations upon
the completion of waste emplacement in Panel 8, thereby allowing the DOE to continue its
mission of disposing of the nation’s defense-generated TRU waste.
A Replacement Panels Planned Change Request (RPPCR) Performance Assessment (PA) has
been performed, and the results demonstrate that, with the changes described in this PCR
relative to the use of replacement Panels 11 and 12, the repository will remain in compliance
with the radioactive waste disposal standards of 40 CFR Part
191. Pursuant to 40 CFR 194.65(a), the DOE maintains that the RPPCR PA is not a significant
departure from Compliance Recertification Application (CRA)-2019 in that releases through the
Culebra from the replacement panels show similar behavior to those from the existing panels
and the change to the disposal system from the use of replacement panels has very little impact
on the direct release (i.e., cuttings, caving’s, spalling’s, and direct brine release).
March 12, 2024
CBFO:ERCD:MG:SV:24-0168
Ms. Lee Ann B. Veal -2-
The DOE has shared with the EPA (August 12,2021, Letter to EPA) that the two replacement
panels will not provide sufficient capacity to hold the 6.2 million cubic feet of TRU waste
authorized by the Land Withdrawal Act (LWA). The timing for the need of additional panels,
beyond replacement Panels 11 and 12, will require further analyses. The DOE will submit a
separate PCR for additional panels, when further analysis are completed and a future request is
finalized.
If you have any questions regarding this notification, please call Mr. Michael Gerle at (575) 988-
5372.
Sincerely,
Mark Bollinger
Manager
Carlsbad Field Office
Enclosures (2)
cc: w/enclosures
B. Forinash, CBFO *ED
G. Basabilvazo, CBFO ED
E. Garza, CBFO ED
M. Gerle, CBFO ED
A. Ward, CBFO ED
T. Peake, EPA ED
G. Roselle, SNL ED
D. Weaver, LANL ED
R. Chavez, LATA ED
K. Day, LATA ED
S. Harper, LATA ED
R. Hernandez, LATA ED
R. Flynn, SIMCO ED
*ED denotes electronic distribution
March 12, 2024
Enclosure 1
1
PlannedChangeRequest
fortheUseofReplacementPanels11and12
U.S.DepartmentofEnergy
CarlsbadFieldOffice
March2024
2
PlannedChangeRequestfortheUseofReplacementPanels11and12
3
TableofContents
Introduction..................................................................................................................................................5
1.0 WasteDisposalPanelDesignandTransuranicWasteVolumeCapacityLimit................................5
2.0 BasisforPlannedChangeRequest...................................................................................................5
3.0 GeneralDesignforReplacementPanels..........................................................................................8
4.0 PerformanceAssessment................................................................................................................9
5.0 ActiveandPassiveInstitutionalControlsFootprint.......................................................................13
6.0 EPAExpectationsfor
theRPPCR....................................................................................................16
6.1 Informationfrom2017RecertificationDecision..............................................................16
6.1.1 ActinideSolubility................................................................................................16
6.1.2 ModelingoftheSaltCreepClosureinOpenAreas..............................................17
6.2 SiteCharacterization.........................................................................................................17
6.3 InformationontheRangeofPotentialWaste..................................................................18
6.4 IssuesIdentifiedDuringtheEPA’sReview
ofCRA2019...................................................19
7.0 Conclusion......................................................................................................................................26
References..................................................................................................................................................27
ListofFigures
Figure1.LayoutofProposedReplacementPanels11and12(NMED2023)...............................................6
Figure2.ProposedRepositoryLayout(NWP2020)...................................................................................11
Figure3.RPPCR95%ConfidenceInterval...................................................................................................13
Figure4.ExampleActiveInstitutionalControlsPerimeterFenceLineandRoadwayandPassive
InstitutionalControlsMarkerSystemFootprint(NMED2023)
..................................................................15
ListofTables
Table1.EPAIssuesCrosswalk(U.S.EPA2022a)*.......................................................................................20

4
ListofAcronyms
AIC ActiveInstitutionalControl
ATWIR AnnualTransuranicWasteInventoryReport
CCDF ComplementaryCumulativeDistributionFunction
CH contacthandled
DOE U.S.DepartmentofEnergy
EIS EnvironmentalImpactStatement
EPA U.S.EnvironmentalProtectionAgency
FR FederalRegister
HWFP HazardousWasteFacilityPermit
LANL LosAlamosNationalLaboratory
LWA LandWithdrawalAct
MgO magnesiumoxide
MT metricton
NNSA NationalNuclearSecurityAdministration
PA performanceassessment
PCR PlannedChangeRequest
PIC PassiveInstitutionalControl
ROD RecordofDecision
RPPCR ReplacementPanelsPlannedChangeRequest
SEIS SupplementalEnvironmentalImpactStatement
SPDP SurplusPlutoniumDispositionProgram
SRS SavannahRiverSite
Tfield transmissivityfields
TRU transuranic
TSD TechnicalSupportDocument
WIPP WasteIsolationPilotPlant
5
PlannedChangeRequestfortheUseofReplacementPanels11and12
Introduction
TheU.S.DepartmentofEnergy(DOE)isrequestingtousetworeplacementpanels,Panels11
and12,tosupportuninterrupteddisposaloperationsattheWasteIsolationPilotPlant(WIPP)
facility,whichwouldallowtheDOEtocontinueitsmissionofdisposingofthenation’sdefense
generatedtransuranic(TRU)waste.TheproposedoperationallayouttoaccommodatePanels
11and12willbelocatedwestoftheexistingPanels1through8(Figure1).Panels11and12
willreplacethedisposalcapacityassociatedwiththeexistingpanelsthathasbeen
underutilized.ThisrequestdoesnotinvolveanychangestoSection7(a)(3),CapacityofWIPP,of
theWIPPLandWithdrawalAct(LWA)(U.S.Congress1992).
Under40CFR194.4(b)(3)(U.S.EPA1996),theDOEmustgivetheU.S.EnvironmentalProtection
Agency(EPA)priornoticeof“anyplanned…changesinactivitiesorconditionspertainingtothe
disposalsystemthatdiffersignificantlyfromthemostrecentcomplianceapplication.”This
notificationmustbemadeinwritingper40CFR194.4(b)(3)(i).Inaccordancewiththesecriteria,
theDOErequeststheEPAapprovetheuseofreplacementPanels11and12basedonthe
followingdiscussions.ThischangerequestissubsequentlyreferredtoastheReplacement
PanelsPlannedChangeRequest(RPPCR).
1.0 WasteDisposalPanelDesignandTransuranicWasteVolumeCapacityLimit
ThedesignoftheWIPPrepositoryconsistsoftenpanelequivalentsasdescribedinboththe
initialComplianceCertificationApplication(CCA)(U.S.DOE1996)andthe1997WIPPDisposal
PhaseFinalSupplementalEnvironmentalImpactStatement(SEIS)II,DOE/EIS0026S2(U.S.
DOE1997).Panels1through8consistofsevenwastedisposalrooms,eachwithanintakeand
anexhaustdrift.EquivalentPanels9and10aremadeupofaportionofthemainaccessdrifts
andcrosscutdriftsandarereferredtoas“equivalentpanels”sincetheydonotfollowthe
samesevendisposalroomdesignasPanels1through8.However,equivalentPanels9and10
wouldrequireadditionalminingandoutfittingtoprovidedisposalcapacityconsistentwiththe
TRUwastedisposalassumptionsintheSEISII.TheLWAestablishedthetotalTRUwaste
disposalvolumecapacitylimitoftheWIPPfacilityas6.2millionft
3
(175,564m
3
)butdidnot
establishthenumberofdisposalpanels.
2.0 BasisforPlannedChangeRequest
BaseduponprojectedTRUwasteshippingratesandthehistoricaloperationallifespanofPanels
2through6,theDOEanticipatestheneedforthenextpanelattheWIPPfacilityapproximately
every30months.TheDOEalsoestimatesthatapproximately30monthsarerequiredto
completetheexcavationandoutfittingofeachpanel.Therefore,forprojectplanningpurposes,
ageneralizedoperationallifespanforpanelshasbeendeterminedtobeapproximately60
months,withtheassumptionthatthetimewouldbesplitevenlybetweenconstructionand
emplacement.
6
Figure1.LayoutofProposedReplacementPanels11and12(NMED2023)
7
Toreducetheeffectsoftimeonundergroundexcavations,theWIPPfacilityemploysa“justin
time”philosophytopanelmining.Miningofapanelisplannedtoensurethatthepanelwillbe
readyandavailablejustbeforeitisneededforwasteemplacement(i.e.,duringtheassumed30
monthswastedisposalisoccurringinan“active”panel,activitiesareunderwaytomineand
makereadythenextpanel).Thisjustintimeminingapproachminimizesthegroundcontrol
effortneededtokeepthepanelsafeforworkerswhileemplacingwaste.
MiningofPanel1beganin1986andwascompletedin1988withtheexpectationthattheWIPP
facilitywouldbeauthorizedtoreceiveandemplaceTRUwastein1988.However,thefirst
wastewasnotemplacedinPanel1untilMarch1999.Thisdatefarexceededananticipated30
monthemplacementperiod,resultingintheneedforanextensivegroundcontroleffortto
preparethisareaforinitialwastedisposal.Ultimately,duetoworkersafetyconcernsandthe
extenttowhichtheseroomswouldneedtoberehabilitatedtoallowforwastedisposal,the
decisionwasmadetonotusemostofPanel1,Rooms4,5,and6.
TheWIPPfacilitybeganwasteemplacementoperationsinPanel7inSeptember2013.An
undergroundsalthaultruckfireonFebruary5,2014,resultedinplacingtheunderground
ventilationsysteminareducedairflowmode.Subsequently,aradiologicalreleasefroman
emplacedwastecontainerinRoom7ofPanel7occurredonFebruary14,2014,whichresulted
inasignificantreductionintheundergroundventilationflowratewhentheventilationsystem
wasplacedinfiltrationmode.Undergroundaccesswasrestrictedandwastehandlingactivities
weresuspendedwhileanaccidentinvestigationandenvironmentalassessmentwere
performed.Groundcontrolactivitieswerepausedandnotabletobeperformedfor
approximatelyeightmonthsfollowingthe2014incidents.Oncegroundcontrolefforts
resumed,theeffectsoflowventilationairflow(i.e.,filtrationmode)andtheconductingof
workinradiologicallycontaminatedareassignificantlyslowedtheprocess.MostofPanel7,
Rooms6and7,werenotusedforwastedisposalasadirectresultofdeterioratingground
conditionsandradiologicalcontamination.Inaddition,becauseofdeterioratedground
conditionsinPanel7,Room4,theuseofaportionoftheroomwasprohibited,whichresulted
infurtherunderutilizationofdisposalcapacity.
EquivalentPanels9and10includeportionsofthemainaccessandcrosscutdriftslocated
southofS1600andwereminedtosupporttheoperationoftheundergroundfacility(i.e.,
ventilation,access,miningtransportation,transportationofTRUwastetoPanels1through8,
etc.).Theassumptionwasthattheseareaswouldremainopenfor25to30yearsaslongas
groundcontrolcouldbemaintained.TobeabletouseequivalentPanels9and10forwaste
disposal,thedriftswouldneedtoberehabilitatedtoaddressribandfloordeformationand
relocateexistingutilities.Inadditiontogroundcontrolactivitiesbeingsuspendedtemporarily
afterthe2014events,radiologicalcontaminationfurthercomplicated/limitedgroundcontrol
withinequivalentPanel9.BasedonthegroundconditionsandcontaminationinthePanel9
area,theDOEdeterminedthatwastedisposalinequivalentPanel9wasnolongerfeasible.In
August2019,thesouthernportionoftherepository(Panels3through6andequivalentPanel
9)wasclosedbyinstallingrunofminesaltpanelclosuresinthemainaccessdriftsinthearea
betweentheS2750andS2520drifts.
8
TheDOE’splansforreplacementPanels11and12,asdescribedinthisRPPCR,aredocumented
intheApril8,2021,SupplementAnalysisfortheWasteIsolationPilotPlantSiteWide
Operations(U.S.DOE2021a).TheunderutilizationofPanels1and7andtheareainequivalent
Panel9representsthelostdisposalcapacityofapproximatelytwopanels.ReplacementPanels
11and12willallowtheprojecttocontinueitsmissionofdisposingdefensegeneratedTRU
wasteandensurecontinuedanduninterruptedwastedisposaloperationsuponthecompletion
ofwasteemplacementinPanel8.
Thereplacementpanellayout(asillustratedinFigure1)doesnotrepresenttheWIPP
repository’sfinalconfigurationatclosure,astheDOEhasinitiatedanevaluationofuptoseven
“additionalpanels”(foratotalof19panels)thatmaybenecessarytodisposeofthetotalTRU
wastevolumecapacitylimitauthorizedintheWIPPLWA.IftheDOEdecidestopursuethe
proposedactiontoconstructanduseadditionalpanels,afuturePlannedChangeRequest(PCR)
withtheadditionalpanellayoutwillbesubmittedtotheEPAforreviewandapproval.
3.0 GeneralDesignforReplacementPanels
ThedesignforreplacementPanels11and12issimilartoPanels1through8(i.e.,seven
disposalroomsperpanel).ReplacementPanel11willbelocatedtothesouthofthewestmains
atW1640andW1970,andreplacementPanel12willbelocatedatW2300andW2640
(Figure1).BothreplacementPanels11and12willbelocatedwithinthesamestratigraphic
geologichorizonasPanels1through8,approximately2,104feet(641meters)belowthe
surface.
Thewestmainswillprovideaccess,ventilation,wastetransportroutes,andinfrastructureto
theproposedreplacementpanels.Twooftheaccessdriftswillbeusedforminingandthe
constructionventilationcircuit(ConstructionCircuit),whiletheotherthreedriftswilleventually
beusedforwastetransportandexhaustinthedisposalventilationcircuit(DisposalCircuit).The
distancebetweenthereplacementpanels(isolationpillar)andthedistancefromRoom1
(abutmentpillar)tothemainaccessdrift(S1000)willbeslightlydifferentfromtheexisting
Panels1through8.Panels11and12willbeseparatedfromeachotherbya300footisolation
pillar,asopposedtothe200footpillarsforPanels1through8.Room1forPanels11and12
willbelocatedapproximately400feetfromthemainaccessdrift(S1000),asopposedto200
feetforPanels1through8.Itisanticipatedthattheseparationdistancedifferencewillhelp
withgroundcontroleffortsduringtheWIPPfacilityoperationalperiod.Therevisedrepository
geometryandtheresultingcreepclosurebehaviorhavebeenaccountedforinthe
PerformanceAssessment(PA)modelingdescribedinSection4.0.
Thedisposalroomsinthepanelswillhavethesamenominaldimensionsastheexisting
disposalroomsinPanels1through8,withthefollowingminorexception:nominalroomheight
willbe14feetratherthan13feet.Theminimaldifferenceintheinitialroofheightwillsupport
wastehandlingoperationsfortheemplacementofremotehandledTRUwasteinadisposal
roomduringtheoperationaltimeframe.Thewastecolumnsemplacedonthefloorofa
disposalroomwillcontinuetobethesameasinPanels1through8,nominallythreecolumns
high.Theemplacementofmagnesiumoxide(MgO)willbeimplementedasdescribedinthe
9
Title40CFRPart191SubpartsBandC:ComplianceRecertificationApplication2019forthe
WasteIsolationPilotPlant(CRA2019),AppendixMgO(U.S.DOE2019).RemotehandledTRU
wastewillbeemplacedonthefloorinshieldedcontainersandboreholesinthedisposalroom
walls.Insummary,thenominaldimensionsassociatedwiththereplacementpanelsareas
follows(NWP2020):
EachdisposalroominPanels11and12willbe33feetwideby14feethighby300feet
long.
Disposalroomswillbeseparatedfromtheadjacentroomsbypillarsofsaltnominally
100feetwideby300feetlong.
Thepanelintakedrift(fromthemainaccessdrifttothepanelentrance)willbe
nominally20feetwideby13feethigh.
Thepanelexhaustdrift(fromthemainaccessdrifttothepanelexit)willbenominally
14feetwideby12feethigh.
Withinthepanel,theintakeandexhaustdriftswillbenominally33feetwideby14feet
high.
OnJune23,2021,theDOEsubmittedaPlannedChangeNoticetotheEPAfortheexcavationof
fivenewmainaccessdriftslocatedtothewestofthecurrentlyminedareaoftheWIPP
underground(U.S.DOE2021c).OnOctober13,2021,theEPAacknowledgedtheDOEplansfor
theminingofthewestmainaccessdrifts,statingthatalthoughtherewerenocurrent
“concernsthatwouldresultinthefacilitybeingoutofcompliancewith40CFRPart194,”the
EPAexpectedtheDOEtoappropriatelyincorporatethenewdriftsinfuturePAstocapturetheir
impactonprojectedreleasesfromtherepository(U.S.EPA2021b).
4.0 PerformanceAssessment
TheReplacementPanelsPlannedChangeRequestPerformanceAssessment(RPPCRPA)has
beenperformedtoshowcontinuedcompliancewiththeEPA’scontainmentrequirementsin40
CFR191.13(U.S.EPA1993).Atthistime,theDOEisonlyseekingapprovalfortheuseof
replacementPanels11and12.However,inanApril20,2021,lettertotheDOE,theEPAstated,
“EPArequeststhatDOE,aspartofafutureplannedchangeseekingregulatoryapprovalof
modificationstotheWIPP,addresstheaforementionedissuesandincludeallreasonably
foreseeableinformationrelatedtotheconditionoftherepositoryatthetimeofclosure,using
arepositoryfootprintthataddressesthepotentialfuturewastedisposalneeds”(U.S.EPA
2021a).Therefore,tomeettheintentof40CFR194.24(g),provideareasonableexpectationof
compliancewith40CFR191.13,andaddresstheEPA’sexpectationsofananalysis,theRPPCR
PAincludesadditionalPanels13through19beyondthereplacementPanels11and12.
InitsAugust12,2021,responsetotheEPA,theDOEstated,“…basedontherequestbytheEPA
andthefactthatthetworeplacementpanelswillnotbeofsufficientcapacitytoholdthefull
volumeofwasteauthorizedintheLWA,DOEagreestoprovideananalysisofseveraladditional
panelstosupportanassumptionthattherepositoryisfilledtotheauthorizedtotalTRUwaste
volumecapacitylimitforthePCRsubmittal…DOEhasnotmadeadecisionforpanelsbeyond
10
thetworeplacementpanels”(U.S.DOE2021b).AlthoughtheDOEisnotcurrentlyseeking
approvalfromtheEPAforPanels13through19,theDOEisincludingthesepanelsinthe
analysisbecause,conceptually,thesepanelswilllikelybeneededtodisposeuptothevolume
capacitylimitofdefensegeneratedTRUwastespecifiedintheLWA.Therefore,theanalysis
presentedinBrunelletal.(2024)isbasedonananticipated19panelrepositoryconfiguration
atthetimeofclosure,includingareasonableassumptionforafinalfacilityclosuredateof2083
(VanSoest2022).
TheDOEperformedasupplementalimpactassessmenttoestimatereleasesfromarepository
withPanels11and12whileexcludingthesevenadditionalpanels(Hansenetal.2023a).This
analysisconcludesthatthe12panelrepositorycomplieswiththecontainmentrequirements.
TomodelthereplacementandadditionalpanelsintheRPPCRPA,threeconceptualmodels
neededtobemodified:DisposalSystemGeometry,RepositoryFluidFlow,andDirectBrine
Release.Incompliancewith40CFR194.27,theseconceptualmodelchangeswereselectedand
developedbytheDOEandevaluatedviaanindependentpeerreviewprocessthatfollowedthe
prescribedmethodoutlinedinNUREG1297(U.S.NRC1988).TheAdditionalPanels
PerformanceAssessment(APPA)(Hansen2020;Brunelletal.2021)wasconductedspecifically
forpresentationtothePeerReviewPanel.Theseconceptualmodelchangeswere
demonstratedtotheAPPAPeerReviewPanel,whichconcludedthatthethreeconceptual
modelchangestotheWIPPPAwereadequateandreasonableforevaluatingrepository
performance(Faltaetal.2021).
TherepositoryisassumedtobefilledtotheLWAvolumecapacitylimitbyplacingwasteinthe
replacementPanels11and12andtheadditionalPanels13through19(Figure2).The
assumptionforafinalfacilityclosuredateof2083isderivedfromthelatestdateagenerator
siteplanstogenerateTRUwaste(U.S.DOE2022a).TheDOErecognizesthatthereis
uncertaintyassociatedwithadefinitiveclosuredate,andthegeneratorsitecompletiondates
forwastegenerationwillevolveovertheprojectedoperationallifeoftheWIPPfacility(i.e.,
betweennowand2083).
ManykeyPAassumptionsremainunchangedfromCRA2019intheRPPCRPA.Forexample,the
assumptionofrandomemplacementofwasteasspecifiedin40CFR194.24(d)remains
unchanged.Shipmentsfromgeneratorsitescontinuetobesporadicandvariable,suchthata
predominanceofanygivenwastestreamisnotexpected.Additionally,andconsistentwiththe
CRA2019assumptions,althoughtherewillbenowasteemplacementinequivalentPanel9,
wastehasbeenconservativelymodeledasbeingpresent.Intrusionscenariosremain
unchangedaswell.
11
Figure2.ProposedRepositoryLayout(NWP2020)
12
DetailsoftheRPPCRPAareprovidedinBrunelletal.(2024).TheRPPCRPAcalculationdiffers
fromtheCRA2019PAasfollows(Hansenetal.2023b):
Made changes to the following Conceptual Models: Disposal System Geometry,
RepositoryFluidFlow,andDirectBrineRelease.
Modified the Salado flow grid to represent additional excavated areas, including new
wastedisposalpanels(i.e.,theexpected19panelfuturerepositorydesign).
Updatedparametersdependentonthemodifiedrepositoryvolumeandarea.
Updatedpanelneighboringassignmentstoaccountforthenewpanels.
Updatedwasteinventoryestimatesbasedonthe2022AnnualTransuranicWaste
InventoryReport.
UpdatedthelikelihoodofPuoxidationstatesdominatingsolubilityto25%forPu(III)and
75%forPu(IV).
Updatedactinidebaselinesolubilitiesbasedonupdatedinventoryparametersand
thermodynamicdatabasechanges.
Updatedactinidesolubilityuncertaintiesbasedonthermodynamicdatabasechanges
andnewliteraturescreeningcriteria.
Updatedparametersrelatedtomicrobialandintrinsiccolloids.
UpdatedtheironsurfaceareausedforgasgenerationfromironcorrosionintheSalado
Flowmodel.
Updatedthecalculationofwasteareapressuresatthetimeofclosure.
UpdatedtheporosityresponsesurfaceusedintheSaladoFlowcalculationwasbasedon
anewgeomechanicalmodel.
UpdatedtherepresentationofaCastilebrinereservoirintheSaladoFlowmodel.
Updatedthelongtermpermeabilityofaboreholeafterplugdegradation.
Updatedthedrillingrateandboreholepluggingprobability.
RecalibratedthetransmissivityfieldsintheCulebrawithadditionaldataandupdated
software.
13
RefinedtheprocedureforcalculatingreleasesduetotransportthroughtheCulebrato
accountfortheextendedfootprintoftherepositorytothewestofthecurrent
repository.
MadecodemodificationstoPRELHS,PANEL,PRESECOTP2D,PRECCDFGF,andCCDFGFto
accommodatetheabovechangestothePAcalculation.
Made
updatestohardwareandsoftwareupdatestomigratethePAcalculationtoanew
computationalplatform.
TheRPPCRanalysis(Brunelletal.2024)resultsarepresentedinFigure3.Theresultsshowthe
meancomplementarycumulativedistributionfunction(CCDF)oftotalreleasesfromtheRPPCR
PAisbelowthetwoquantitativecompliancelimits.ThemeanCCDFfortheRPPCR
demonstratescontinuedcompliancewithEPA’sregulatorycontainmentcriteriain40CFR
191.13.
Figure3.RPPCR95%ConfidenceInterval
5.0 ActiveandPassiveInstitutionalControlsFootprint
TherearecurrentlynoplanstoclosetheWIPPfacilityafterPanel12isfilled.TheDOEplansto
emplacedefensegeneratedTRUwasteuptotheWIPPLWAvolumecapacitylimitof6.2million
cubicfeet(175,564cubicmeters).TheDOEproposesthatcontinuedcompliancewiththe
criteriaof40CFR194.41wouldbeachievedbyextendingthecurrentActiveInstitutional
Control(AIC)approachoverthesurfaceexpressionareaforanyaddedfootprint.Thefenced
14
areawouldbecomposedoftwoadjoiningrectangularareas.Onerectangularareawouldbe
approximately2,780feetby2,360feet(875metersby720meters),coveringtheareaover
Panels1through10.Thesecond(adjoining)rectangulararea,asitappliestoreplacement
Panels11and12,wouldbeapproximately1,040feetby1,210feet(317metersby369meters).
Thefencedareawouldbecontrolledbyfourstrandbarbedwirefencing.Gateswouldbe
includedasneededalongthesidesofthefenceforaccess.Thesegateswouldremainlocked
withaccesscontrolledbytheDOE.Aroundtheperimeterofthefence,anunpavedroadway16
feet(4.9meters)widewouldbecuttoallowforpatrollingoftheperimeter.Patrollingofthe
perimeterisbasedupontheneedtoensurethatnominingorwelldrillingactivityisinitiated
thatcouldthreatentheintegrityoftherepository.Figure4illustratesthefencelineand
roadwayinrelationtotheproposednewrepositoryfootprintforreplacementPanels11and
12.
ThechangestotheAICsdescribedaboveareconsistentwiththeNovember2023renewalof
theHazardousWasteFacilityPermit(HWFP),AttachmentH1,ActiveInstitutionalControls
DuringPostClosure(NMED2023).TheissuanceoftherenewedHWFPbytheNewMexico
EnvironmentDepartmentauthorizestheuseofPanels11and12forthedisposalofTRUmixed
waste.Textconcerningtheplacementofgatesalongthefencelinewaschangedaccordinglyin
therenewedHWFP.TheHWFPformerlysaid,“...thefencewillhavegatesplacedapproximately
midwayalongeachofthefoursides.”TherenewedHWFPrevisedthistexttostate,“…the
fencewillhavegatesplacedapproximatelymidwayalongselectedlegsofthefencedarea.”In
addition,thespecificlanguageaboutthewidthofthegateswaschangedto,“Thegateswillbe
wideenoughtoaccommodatetheequipmentthatwillbeusedtobuildtheberm.”
RelativetoPassiveInstitutionalControls(PICs),theDOEsimilarlyproposesthatcontinued
compliancewiththecriteriaof40CFR194.43wouldbeachievedbytheextensionofthe
placementmarkersoveranyaddedfootprint.Suchmarkerswillbeconstructedinamanner
thatwillmakethemaspermanentaspracticableandabletowithstandbothnaturaland
humaninitiatedforcesthatwouldbereasonablyexpectedtooccuratthesite.
ThebaselineprogramforPICs,asdescribedintheCCA,continuestobetheprogramupon
whichthefacilityiscertified.However,intheCCAtheDOEstated,“DOEplanstoreexamine
whether…allcomponentsofthepermanentmarkersystemproposedintheCCAareneeded.”
InapprovingtheCCA,theEPArequiredtheDOEtosubmitmoredetailedplansanddrawingsof
thePICprototypedesigns.
Withthepotentialforinternationalstandardstochangeguidanceonhowpermanentmarkers
andrecordarchivesaremaintained,theDOEisrecommendingthatWIPPspecificpermanent
markertesting,aswellasotherPICscommitmentstotheEPA,beputonholduntilmore
concretedecisionsaremade.Therefore,theDOEisrequestinganextensionofthePICstesting
scheduleuntiltheNuclearEnergyAgency’sRadioactiveWasteManagementCommitteehas
establishedinternationalstandardsformarkersandrecordarchives.
15
Figure4.ExampleActiveInstitutionalControlsPerimeterFenceLineandRoadwayand
PassiveInstitutionalControlsMarkerSystemFootprint(NMED2023)
16
6.0 EPAExpectationsfortheRPPCR
Inadditiontotheforegoingsections,thissectionoftheRPPCRaddressesEPAexpectations
specificallyoutlinedinitsApril20,2021,lettertotheDOE(U.S.EPA2021a)andissuesfrom
priorcompliancerecertificationdecisions,asdocumentedintheCRA2019TechnicalSupport
Documents(TSDs).OneofthekeycategoriesmentionedinU.S.EPA(2021a),GeneralDesignfor
NewRepository,hasbeenpreviouslycoveredinSection3.0ofthisRPPCR.
6.1 Informationfrom2017RecertificationDecision
IntheDOE’sAugust12,2021,responsetoU.S.EPA(2021a),itwasrecognizedthattheactions
previouslyidentifiedduringthe2017recertificationregardingactinidesolubilityandsaltcreep
closureofopenareasstillneededtobeaddressed.TheDOEstatedthat,“[t]heDOEplansto
workwiththeEPAtoresolveanytechnicaldisagreementsandtoaddresstheseitemsin
supportofCRA2024,asappropriate.TheDOErecognizesthatthiswillbeachallenge,giventhe
ongoingpeerreviewandcutofftimeframesforCRA2024”(U.S.DOE2021b).
Thefollowingsectionsdescribehowactinidesolubilityandthemodelingofcreepclosurein
openareaswereaddressedintheRPPCRPA.
6.1.1 ActinideSolubility
Theoxidationstateofplutonium,neptunium,anduraniumisnotcertainintheWIPP
repository.SincetheinitialCCA(U.S.DOE1996),thisuncertaintyhasbeenmodeledwitha
50%/50%distributionofpossibleoxidationstates.Thisdistributionrepresentsthemaximum
informationentropyforthecaseoftwodiscretepossibilities(Shannon1948,Jaynes2003,
Tierney1990).TheEPAhaschallengedtheDOE’speerreviewedconceptualmodelaroundthe
possibleoxidationstatespresentintheWIPPrepository.TheEPAstatedinitsApril20,2021,
lettertotheDOEthatthe“repositoryconditionswillbemorereducing(i.e.,lessoxygenwillbe
present)thanpreviouslybelieved,resultinginanincreaseintheexpectedplutoniumsolubility,
leadingtohighercalculatedreleasesofradionuclidestotheaccessibleenvironmentthan
currentlymodeledbytheDOE”(U.S.EPA2021a).AsdocumentedintheChemicalConditions
TSD,theEPA’sexpectationforthisRPPCRisthatthemostreducingconditionswillbeusedfor
allPArealizationsor,alternatively,theDOEwillprovidedatatosupportanalternative
approach.
Beam(2023)usedXANESanalysistomeasurethedominateoxidationstateunderWIPP
relevantchemicalconditions.UsingthedatafromBeam(2023),LucchiniandSwanson(2023)
recommendedthelowoxidationstateofplutoniumPu(III)berealized25%ofthetimeandthe
higheroxidationstatePu(IV)berealizedtheremaining75%ofthetimeinPArealizations.
FortheRPPCR,theoxidationstatemodelwasupdatedtodecoupletheoxidationstate
probabilitiesofeachoftheradionuclideswithmultipleoxidationstates.Thisnewoxidation
statemodelgivesprobabilitiestorealizingeachradionuclideoxidationstate(parameter
OXCUTOFF)(LANL2022).The25%/75%distributionforrealizingPu(III)/Pu(IV) fromLucchiniand
17
Swanson(2023)isusedintheRPPCRPA.Lackingdatatoconstraintheneptuniumanduranium
oxidationstates,themaximuminformationentropy(i.e.50%/50%distribution)wasmaintained
intheoxidationstatedistributionfortheseradionuclides.
6.1.2 ModelingoftheSaltCreepClosureinOpenAreas
TheEPAhasexpressedanexpectationthatthemodelingofopenareasintherepositoryneeds
tobeimproved.InU.S.EPA(2021a),theEPAstated,“Inthe2017decision,EPAstatedthatDOE
neededimprovedlongtermperformanceinformationdescribingthesaltcreepbehaviorof
openwasteareasandaccessdrifts,giventheDOEdecisionnottoinstallpanelclosuresin
abandonedareas.Thatis,accordingtoDOE’scurrentplans,WIPPwillhavemoreopenareasin
therepositorythanoriginallyassumedatclosure,andtheirpresenceneedstobeaccountedfor
inthemodeling.”
WiththeCRA2019,theDOEconductedasupplementalcalculation,namedCRA19_CL,which
modeledopenareasoftherepositorywiththepropertiesofintacthalitetodemonstratethe
impactofdecreasedcommunicationacrosstheseareas(Zeitleretal.2019).Duringthereview
ofCRA2019,EPAconductedafurthercalculation,namedCRA19_COMP,wherethedisturbed
rockzonesaboveandbelowtheopenareaswerealsomodeledwiththepropertiesonintact
halite(U.S.EPA2022b).WithDOE’sCRA19_CLanalysisandtheEPA’sCRA19_COMPanalysisit
hasbeenshownthatthemodelingofopenareasasahigherpermeabilityandhigherporosity
materialisconservativewithrespecttoestimatesofmeanreleasesinthePA(Zeitleretal.
2019,U.S.EPA2022b).Workiscontinuingondevelopingmorerealisticmodelsfortheseopen
areastoreducethisconservativeassumption.FortheRPPCR,theopenareascontinuetobe
modeledwithahigherpermeabilityandhigherporositymaterial.TheRPPCRdoes,however,
includeanupdatetothecreepclosuremodelforwastecontainingareas(Vignesetal.2023).
6.2 SiteCharacterization
InitsApril20,2021,lettertotheDOE,theEPAexpressedanexpectationthattheDOEprovide
additional“sitecharacterizationspecifictothelocationfornewrepositorypanelslocatedtothe
westofthecurrentwastepanelsasdescribed,inpart,intherecentWIPPSupplementAnalysis”
(U.S.EPA2021a).Ofprimaryconcernisthepotentialoffutureinadvertentdrillingintrusions
encounteringpressurizedbrineintheCastileFormation100yearsafterfacilityclosure.Zeitler
(2023)evaluatedthegeophysicaldataavailableunderthetworeplacementpanels.This
evaluationconcludedthat,basedontheavailabledata,aregionaltrendinobservedbrine
occurrences,andtheEPAmodelusedtoprescribethecurrentPBRINEdistribution,thecurrent
PBRINEdistributionisconservativefora12panelrepository.
Additionally,theEPAexpressedinterestinmorehydrologicinformationtobettermodel
releasesoverthewesternpanels.Thetransmissivityfields(Tfields)wererecalibratedinthe
RPPCRPAtoincludemorehydrologicaldata.Thisadditionaldata,usedasadditional
recalibrationtargets,includespreviouslyunusedwelltestingdata,MillsRanchpumpingevent
data,andupdatedsteadystatewaterlevels(Bowmanetal.2023).TheCulebraTransport
18
modelimplementationwasextendedtoincluderadionuclidesdischargedintotheCulebraover
thewesternpanelarea(Bethune2023),asoutlinedinSection4.0,PerformanceAssessment.
IntheDOE’sresponsetoU.S.EPA(2021a),theDOEagreed“tocontinueworkingwiththeEPA
toidentifyandcollectadditionalsitecharacterizationdatathatmaybeneededforregulatory
compliance”(U.S.DOE2021b).
6.3 InformationontheRangeofPotentialWaste
InitsApril20,2021letter,theEPAexpressedtheexpectationthattheDOEinclude“thefull
rangeofreasonablyexpectedwastethatmaybedisposedofatWIPP”(U.S.EPA2021a).
Specifically,theEPAexpressedthedesirefortheinclusionofwaste streamsassociatedwith
resumingtheproductionofpitsandanadditional34metrictons(MT)of“diluteanddispose”
surplusplutonium.InresponsetotheEPA,theDOEindicatedthatthemostrecentAnnual
TransuranicWasteInventoryReport(ATWIR)wouldbeusedinthisRPPCR,asitreflectsthe
latestvolumeestimateslikelyeligiblefordisposalatWIPP(U.S.DOE2021b).Accordingly,the
DOEhasbasedtheRPPCRPAonthePerformanceAssessmentInventoryReport(PAIR)2022
(VanSoest2022),whichisderivedfromthe2022ATWIR(U.S.DOE2022a).
TheTRUwasteinventoryestimatesfromresumingtheproductionofpitsareincludedinthe
RPPCR(VanSoest2022).Pitproductioncontacthandled(CH)TRUwastestreamswillcome
fromboththeLosAlamosNationalLaboratory(LANL)andtheSavannahRiverSite(SRS).Thepit
productionwastestreamsincludeLAMHD01PitsandSRCHPP(U.S.DOE2022a).Recently,the
DOEannounceda10yeardelayforthePitDisassemblyandProcessingProject.
In2015,theNationalNuclearSecurityAdministration(NNSA)completedtheSurplusPlutonium
DispositionProgram(SPDP)SupplementalEnvironmentalImpactStatement(EIS)for13.1MTof
surplusplutonium(7.1MTofpitand6MTofnonpit).Ina2016RecordofDecision(ROD),the
NNSAannouncedadecisiontodisposition6MTofnonpitsurplusplutoniumbydownblending
itwithanadulterantandshippingittotheWIPPfacilityfordisposalasCHTRUwaste(i.e.,
diluteanddisposestrategy),whichwasaccountedforintheCRA2019(U.S.DOE2019).The
NNSAissuedanAmendedRODin2020bychangingthedispositionpathwayfor7.1MTofnon
pitsurplusplutoniumtodownblendinganddisposalattheWIPPfacility,givingatotalof13.1
MTofsurplusplutoniumCHTRUwasteinthe2022ATWIR(U.S.DOE2022a)onwhichthe
RPPCRinventoryisbased.TheremainingSPDPwastewasincludedinthe2022ATWIR
“potential”categoryduetopendingdecisionsregardingfinaldispositionand,therefore,
excludedfromtheinventoryusedintheRPPCRPA.
The7.1MTofnonpitsurplusplutoniumreferredtointhe2020AmendedRODispartofthe34
MTofsurplusplutoniumthattheNNSAhadpreviouslydecidedtodispositionbyfabricatingit
intomixedoxidefuelforuseincommercialreactors.OnJanuary19,2024,theNNSA
announcedtheavailabilityofthefinalSPDPEIS,whichindicatedthatthediluteanddispose
strategyisthepreferredalternativefordispositioningofthe34MTofsurplusplutonium(both
pitandnonpit).ARODwillbepublishedbytheNNSAintheFederalRegister(FR)after
February20,2024.
19
Theregulationsat40CFR194.24(d)requiretheDOEtoeitherprovideawasteloadingscheme
orassumerandomwasteemplacementinthedisposalsystem.TheWIPPPAassumesrandom
wasteemplacement.TheEPAhasraisedthequestionofimpactongasgenerationifasingle
panelwasfilledwithalargeamountofsurplusplutonium.ItistheDOE’spositionthat,dueto
shippingschedules,operationalconstraints,andvariousDOEcommitments,thisisnotalikely
scenario.However,theDOEhasperformedasupplementalanalysisoftheimpactsofloadinga
singlepanelwithlargeamountsofsurplusplutonium(Kingetal.2024);thisanalysisshowedan
increaseingasgeneration,butnosignificantimpactonreleases.
6.4 IssuesIdentifiedDuringtheEPA’sReviewofCRA2019
InJune2022,theDOEreceivedaletterfromtheEPAdocumentingthetechnicalissues
identifiedbytheEPAduringitsreviewoftheCRA2019PAandEPA’sexpectationsregarding
theresolutionofthevariousissues(U.S.EPA2022a).Intheletter,theEPAstated,“EPAexpects
thefirstpriorityissuestobeaddressedandresolvedpriortoanyfuturePAcalculations,
includingtheupcomingPlannedChangeRequest(PCR)fornewpanels.”Severalofthe
outstandingEPAissueshavebeenaddressedviastudiesandanalysesperformedintandem
withtheRPPCRPAcompletedtosupportthischangerequest.Table1,EPAIssuesCrosswalk,
providesacrossreferenceofthevariousissuestoinformationcontainedand/orreferencedin
thisRPPCR.Manyoftheseissueshavealreadybeenaddressedintheprecedingdiscussions,
withtheappropriatesectionscitedinTable1.
20
Table1.EPAIssuesCrosswalk(U.S.EPA2022a)*
No. Topic Subtopic TSD Section(s) EPAExpectationsSinceLastRecertification RPPCRImplementation RPPCRReference(s)
1 Performance
Assessment
Baseline
UseoftheCRA
2019asabaseline
FRNotice SectionE DOEshouldnotuseDOE’sCRA2019PA
assessmentasanewbaselineforWIPP
performancewithoutappropriate
adjustmentsthataddresstheEPA’smajor
recertificationreviewcomments.These
adjustmentsincludeupdatingparameters
relatedtoactinide
oxidationstates(item4),
geochemicaldatabase(items58anditem
11),intrinsiccolloids(items12and13),
microbialcolloids(items14and15),and
boreholepluggingpatterns(item19).
CRA2019hasbeenusedasacomparative
analysisfortheRPPCR.TheRPPCRPA
resultsarealsocomparedto
theEPA’s
CRA19_COMBanalysisresults.
Brunelletal.(2024)
4 Actinide
solubility
Plutonium,
neptunium,and
uraniumoxidation
states
Chemistry 6.3 Mostreducingoxidationstates[Pu(III),
Np(IV),andU(IV)]willbeassumedinallPA
realizationsunlesstheDOEprovidesan
acceptablealternative;DOEstillneedsto
conductresearchandupdatetheexpected
WIPPchemicalconditionsunderstanding.
Theoxidationstatemode
hasbeen
updated(LANL2022).NewdataonthePu
oxidationstateunderWIPPrelevant
conditionshasbeenobtained(Beam2023).
Parametervaluesbasedonthisnewdata
havebeenusedintheRPPCRPA(Lucchini
andSwanson2023).
RPPCR,Section6.1.1
Brunelletal.(2024)
LANL(2022)
Beam
(2023)
LucchiniandSwanson(2023),Section2
5 Actinide
solubility
DATA0.FM4EDTA
datarevisions
Chemistry 7.4.3,7.4.5,
and
Attachment
B,Section
B.4.1
Revisedatabaseanddemonstratethat
availableexperimentaldatacanbe
adequatelymodeled.
TheFM6databasehasbeenupdated.This
approachrevertedbacktotheEDTA
aqueousspeciesinDATA0.FM1,anEPA
accepteddatabase.TheEDTAaqueous
specieswereimplementedintheactinide
solubilitymodels.
Brunelletal.(2024)
Domski(2023a),Section1
Domski(2023b),Section2.1and
AppendixA
6 Actinide
solubility
Calcitesaturation
assumption
Chemistry 7.4.6 Assumeslightoversaturationwithrespectto
calcite,consistentwiththepresenceof
knowncalciteprecipitationinhibitorsinWIPP
brines.
Calciteformationissuppressedinthe
actinidesolubilitymodel.Domski(2023b)
providesadiscussionofcalciteand
aragonitesolubility.Theresultwasno
effect
onactinidesolubilityand,therefore,
noimpactonPA.
Domski(2023b),Sections2.1and4
21
No. Topic Subtopic TSD Section(s) EPAExpectationsSinceLastRecertification RPPCRImplementation RPPCRReference(s)
7 Actinide
solubility
DATA0.FM4
Phase5solubility
dataverification
Chemistry 7.4.6,12.4.2,
and
Attachment
B,Section
B.3.2
VerifyPhase5solubilitybycomparing
calculatedsolubilitieswithexperimentaldata.
Providedextensiveliteraturescreeningof
relevanttechnicalpapersandconcluded
thatthestabilityofPhase5isuncertain
underWIPPrelevantconditions.
Suppressed
Phase5formationinthe
actinidesolubilitymodel.
Phase5modelsolubilitywasalso
comparedtoexperimentaldata.
DomskiandNemer(2023a)
Domski(2023b),Sections1and2.1
8 Actinide
solubility
DATA0.FM4lead
data
Chemistry 7.4.7and
AttachmentB
Removeleaddatafromdatabaseandomit
fromsolubilitycalculationsuntilacomplete
datasetandevaluationisperformed.
IncludedPitzerbasedleadmodelin
DATA0.FM6.
Domski(2023a),Section3.1.1
Domski(2023b),Section2.2
9 Actinide
solubility
uncertainty
distribution
Literaturesearch
cutoffdate
Chemistry 7.4.11 ForallfutureCRAs,thecutoffdatefor
publicationsusedtodevelopthe+IIIand+IV
actinidesolubilityuncertaintydistributions
mustbeupdatedtothelatestdatethatcan
beimplemented.
Newscreeningcriteriaspecifyliterature
cutoffdate.Thenew
literaturecutoffdate
wasusedfortheRPPCRactinide
uncertaintyanalysis.
DomskiandNemer(2023b),Updated
CriterionG1TimeFrame
Domski(2023c),CriterionG1Time
Frame
10 Actinide
solubility
uncertainty
distribution
Effectsofthe
relativeamounts
ofavailabledata
onactinide
solubility
uncertainty
distributions
Chemistry 7.4.11 Investigatealternativeapproachesavailable
toaddresstheactinidesolubilityuncertainty
distribution.
Analternativeapproachtothecurrent
uncertaintyanalysisapproachwas
presentedinAppendixBofDomskiand
Nemer(2023b).
Forexperimentalstudiesusedinthe
actinideuncertaintyanalysisforwhichthe
solubilitycontrollingphasewasconsidered
tobelesscrystalline(Domski,2023b),the
additionoftheamorphousformof
Am(OH)
3
totheDATA0.FM6database
(Domski,2023a),usedfortheRPPCR
actinideuncertaintyanalysis,directly
addressedthisissue.
Domski(2023aandb)
DomskiandNemer(2023b)
22
No. Topic Subtopic TSD Section(s) EPAExpectationsSinceLastRecertification RPPCRImplementation RPPCRReference(s)
11 Actinide
solubility
Am(III)datain
DATA0.FM4
Chemistry Attachment
B,Section
B.7.2
Evaluatepossibleinternalinconsistenciesin
theWIPPAm(III)model.
Oakesetal.(2021)identifiedpossible
inconsistenciesintheAmClmodel,
however,comparisonoftheWIPPAmCl
modelandtheOakesetal.(2021)model
showed
thatunderWIPPrelevant
conditionstheconcentrationoftheAmCl
aqueousspeciesareinconsequentialto
solubility(<10
12
M).Noactiontakenfor
RPPCR.
TheDOEistoconveneanexpertpanelon
theAm(III)model,whichhasbeendeferred
untilthenextCRA.
Milleretal.(2022)
12 Colloids Am(III)intrinsic
colloid
concentration
Chemistry 8.1.4 IncreasetheAM:CONCINTconcentrationto
adequatelyboundtheNd(III)experimental
data.
TheEPAhasexpressedconcernsthatthe
AM:CONCINT,TH:CONCINT,CAPMIC,and
PROPMICvaluesusedintheCRA2019
werenotconsistentwiththeavailabledata.
FortheRPPCRPA,AM:CONCINT,
TH:CONCINT,An:CAPMIC,
andAn:PROPMIC
(forAn=Th,U,Np,Pu,andAm)were
updatedbyLucchiniandSwanson(2023).
Brunelletal.(2024)
LucchiniandSwanson(2023),
Section3.2
13 Colloids Th(IV)intrinsic
colloid
concentration
Chemistry 8.1.5 IncreasetheTH:CONCINTconcentrationtobe
consistentwiththeTh(IV)experimentaldata.
Seeresolutionabove. Brunelletal.(2024)
LucchiniandSwanson(2023),
Section3.2
14 Colloids Maximum
microbialcolloid
parameters
Chemistry 8.3.5 CAPMICvaluesmustbeconsistentwith
availabledata;usevaluescalculatedbythe
EPAfromPapenguth(1996,Table2)untilthe
DOEprovidesmoreexperimentaldatato
adequatelyjustifyanupdate.
Seeresolutionabove. Brunelletal.(2024)
LucchiniandSwanson(2023),
Section3.3
15 Colloids Microbialcolloid
proportionality
constants
Chemistry 8.3.5 PROPMICvaluesmustbeconsistentwith
availabledata;useCCAvaluesuntiltheDOE
providesmoreexperimentaldatato
adequatelyjustifyanupdate.
Seeresolutionabove. Brunelletal.(2024)
LucchiniandSwanson(2023),
Section3.3
23
No. Topic Subtopic TSD Section(s) EPAExpectationsSinceLastRecertification RPPCRImplementation RPPCRReference(s)
16 SurplusPu
Waste
Loading
Surplusplutonium
waste
Chemistry 11.0 Evaluatethepotentialeffectsofradiolyticgas
generationonPAwhentheSRKACPuOx
wastestreamisplacedinalimitednumberof
panels.
TheDOEhasperformedasupplemental
analysisofimpactsforloadingasingle
panelwithlarge
amountsofsurplus
plutonium;thisanalysisshowedan
increaseingasgeneration,butminimal
impactonreleasevolumescontrolledby
repositoryconditions.
RPPCR,Section6.3
Kingetal.(2024)
19 Borehole
plugging
pattern
Frequency
calculation
methodology
Borehole&
FEP
Borehole3,
FEPH31/H32
Usepreviouslyapproved,original
methodologyorproposeanacceptable
alternative.
AgreementreachedwiththeEPAregarding
analternativemethodfordetermining
boreholepluggingpatterns;thetargetarea
overwhichinformationonborehole
pluggingtypes,andtheirassociated
frequencies,arecollectedhasbeen
changedtotheWIPPNineTownshiparea.
RPPCR,Section4.0
Day(2023)
U.S.DOE(2023)
20 Drillingrate Deepdrillingrate
calculation
methodology
Borehole 2 Updatethecurrentmethodologytobetter
addresslaginthedeepdrillingrate
calculation;provideaclearerdiscussionand
documentationofthelimitationsanddata
availability.
FortheRPPCRPA,theDOEhasmoved
“unknown”wells,orwellswithaspud
date
butnocompletiondate,tothe“deep
borehole”categoryinsteadofthe“shallow
borehole”categoryastheywerepreviously
classified.
U.S.DOE(2022b)
U.S.DOE(2023)
22 SaladoFlow
model
Creepclosureof
openrooms
APCS 4 Utilizenewrockmechanicsanalysesto
improvethestateofknowledgeandinform
theprocessmodel.Continuedevelopinga
methodologyforsimulatingcreepclosureof
roomswithandwithoutrooffallsintothe
SaladoFlowModeltoreplacetheAPCS
approachforthenextCRA.
IthasbeenshownwithDOE’sCRA19_CL
analysisandtheEPA’sCRA19_COMP
analysisthatthemodelingofopenareasas
ahigherpermeabilityandhigherporosity
materialisconservativewithrespectto
estimatesofmeanreleasesinthePA.Work
iscontinuingondevelopingbetter
models
fortheseopenareastoreducethis
conservativeassumption.FortheRPPCR,
theopenareascontinuetobemodeledasa
higherpermeabilityandhigherporosity
material.TheRPPCRdoes,however,include
anupdatetothecreepclosuremodelfor
wastecontainingareas.
RPPCR,Section6.1.2
Brunelletal.
(2024)
King(2023)
Vignesetal.(2023)
24
No. Topic Subtopic TSD Section(s) EPAExpectationsSinceLastRecertification RPPCRImplementation RPPCRReference(s)
26 Gas
generation
Steelsurfacearea Chemistry 3.1.4 Calculatesteelsurfaceareaperunitdisposal
volumeusingupdatedinventorydata,sheet
metalsurrogateand55gallondrum
surrogateassumptions,andupdatedwaste
emplacementdata.
TheDOEhasimplementedanewapproach
forcalculatingsteelsurfacearea.Withthe
previouscalculation,there
wasno
dependencyontheironinventoryforthe
steelsurfaceareacalculation.Forthe
RPPCR,thesteelsurfaceareahasbeen
updatedandtiedtotheironinventory.
King(2021)
Kingetal.(2023)
28 Actinide
solubility
Calculationsof
initialsolidphase
quantities
Chemistry 7.8.4 Recalculatetheinitialmolesofsolidstobe
consistentwiththebrinevolume.
ThischangewasimplementedintheRPPCR
baselinesolubilitycalculations.
Domski(2023b),Section2.1
29 Actinide
solubility
DATA0.FM4
citratedata
revisions
Chemistry 7.4.5and
Attachment
B,Section
B.4.2
Revisedatabasetobeconsistentwith
availabledata,includingearlanditesolubility.
Thesolubilityproductwasincludedin
DATA0.FM6.Thesolubilityofearlandite
wasincorporatedintotheactinide
solubilitymodel.
Domski(2023a),Sections3.1.4and4
Domski
(2023b),Section4
30 Actinide
solubility
DATA0.FM4
oxalatedata
revisions
Chemistry 7.4.5and
Attachment
B,Section
B.4.3
Revisedatabasetobeconsistentwith
availabledata.
Revertedbacktotheoxalateaqueous
speciesinDATA0.FM1,anEPAaccepted
database.Implementedtheoxalate
aqueousspeciesintheactinidesolubility
models.
Domski(2023a),Sections3.1.3and4
Domski(2023b),Sections2,2.1,2.2,
and4
32 Actinide
solubility
DATA0.FM4iron
data
Chemistry 7.4.7and
Attachment
B,Section
B.5.0
AddFe(II)sulfatePitzerparametersandsolid
phasestotheWIPPthermodynamic
database.
FeSulfatePitzermodelwasincludedin
DATA0.FM6database.FesulfatePitzer
modelwasimplementedintheactinide
solubilitymodels.
Domski(2023a),Sections3.1.2and
4
34 Actinide
solubility
uncertainty
distribution
Defensibilityof
approach
Chemistry 7.4.11 Defensibilityoftheactinidesolubility
uncertaintyapproachwouldbenefitfroman
evaluationofalternativeapproaches.
Evaluationperformed;noactionrequired. DomskiandNemer(2023b),
IntroductionandAppendixB
25
No. Topic Subtopic TSD Section(s) EPAExpectationsSinceLastRecertification RPPCRImplementation RPPCRReference(s)
35 Actinide
solubility
Effectsofborate
on+IIIactinide
solubilities
Chemistry Attachment
B,Section
B.7.5
Evaluateavailabledataandincludethese
speciesandsolidphasesifsufficientdataare
available.
Nemer(2023)concludesthatAn(III)borate
complexesmayformunderWIPPrelevant
conditions,butitisunclearifthese
complexeswill
besignificant.Further
changesforboratearenotrecommended
atthistimeandnoadditionalborate
parametershavebeenincludedin
DATA0.FM6.
Alternativeapproachesforliterature
screeningtosupportsolubilityuncertainty
distributionswereevaluated(seeIssue34
above).Nofurtheractionswererequired.
Nemer(2023),Section5
41 Water
balance
EffectsofPhase5
formation
Chemistry 12.0 Assessthepossibleeffectsofsignificant
Phase5formationonthewaterbalance
calculationsbyreevaluatingitssolubilityand
investigatingitsformationinMartinMarietta
MgOhydrationexperiments.
SeeIssue7above.Providedextensive
literaturescreeningofrelevanttechnical
papers
anddeterminedthatthePhase5is
uncertainunderWIPPrelevantconditions.
SuppressedPhase5formationinthe
actinidesolubilitymodel.
DomskiandNemer(2023a)
Domski(2023b),Sections1and2.1
*Onlytheissues(bynumber)thatinvolvedchangesimplementedintheRPPCRareincludedinthistable.IssuesthatareresolvedoutsideoftheRPPCRorissuesthatarependingthenextCRAarenotlistedhere.
26
7.0 Conclusion
TheDOEhasperformedPAcalculationsfortheanticipatedWIPPrepositoryconfigurationat
closuretoassesstheeffectsofreplacementPanels11and12onperformance.Asoutlinedin
Section4.0,theRPPCRPAincorporatedseveralchangessinceCRA2019.ThisRPPCRdescribes
theeffectsofthosechangesonrepositoryperformanceandaddressestheexpectations
expressedbytheEPAintheirletterstotheDOE(U.S.EPA2021aand2022a).ThemeanCCDF
and95%CIgeneratedbythePAcalculationsillustratethat,withthechangesproposedherein
relativetotheuseofreplacementPanels11and12forthedisposalofTRUwaste,the
repositorywillremainincompliancewiththeradioactivewastedisposalstandardsof40CFR
Part191. Additionally,pursuantto40CFR194.65(a),theDOEmaintainsthattheRPPCRPAis
notasignificantdeparturefromCRA2019inthatreleasesthroughtheCulebrafromthe
replacementpanelsshowsimilarbehaviortothosefromtheexistingpanels.

27
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Enclosure 2
SANDIA NATIONAL LABORATORIES
WASTE ISOLATION PILOT PLANT
SUMMARY REPORT FOR THE 2023 REPLACEMENT PANELS
PLANNED CHANGE REQUEST PERFORMANCE
ASSESSMENT
REVISION 1
Author:
Sarah Brunell
Signature on File
2/15/2024
Author:
James Bethune
Signature on File
2/15/2024
Author:
Paul Docherty
Original signed by Paul Docherty
2/15/2024
Author:
Dwayne Kicker
Signature on File
2/15/2024
Author:
Sungtae Kim
Original signed by Sungtae Kim
2/15/2024
Author:
Seth King
Original signed by Seth King
2/15/2024
Author:
Jennifer Long
Signature on File
2/15/2024
Author:
Todd Zeitler
Signature on File
2/15/2024
Print
Signature
Date
Technical
Reviewer:
Clifford Hansen
Signature on File
2/15/2024
Print
Signature
Date
QA
Reviewer:
Shelly R. Nielsen
Original signed by Shelly R. Nielsen
2/15/2024
Print
Signature
Date
Management
Reviewer:
Steve Wagner
Original signed by Steve Wagner
2/15/2024
Print
Signature
Date
ERMS #581044
FEBRUARY 2024
WIPP:4.4.1.2.1:PA:QA-L:578831
ii
This page intentionally left blank.
iii
EXECUTIVE SUMMARY
As currently certified, the Waste Isolation Pilot Plant (WIPP) includes ten panels for the
emplacement of waste. Due to lost capacity, not all of the volume of the ten panels will be used
for waste disposal. The DOE plans to submit a Planned Change Request (PCR) for use of two new
panels, termed replacement panels, to provide an equivalent disposal capability. The DOE may
consider excavating up to seven panels beyond the two replacement panels, defined here as
additional panels, to meet the Land Withdrawal Act (LWA) waste volume. The Replacement
Panels Planned Change Request Performance Assessment (RPPCR PA) has been executed by
Sandia National Laboratories (SNL) to quantify the long-term performance of the repository with
both replacement and additional panels.
This report summarizes the RPPCR PA. The RPPCR PA results are primarily compared to the
results of the 2019 Compliance Recertification Application (CRA-2019) Performance Assessment.
Select RPPCR PA results are also compared to the 2021 Additional Panels Performance
Assessment (APPA) to isolate and quantify the impact of the increased repository volume.
Compared to the CRA-2019 analysis, mean total normalized releases for the RPPCR analysis are
increased at all probabilities. Cuttings and cavings releases continue to dominate total releases at
the highest probabilities. Direct brine releases and spallings releases are the main contributors to
total releases at lower probabilities. The changes in releases mainly result from the changes to the
model for salt creep closure onto the waste, the inventory, and an increase in the drilling frequency.
Radionuclide activity entering the Culebra has been significantly reduced by the updated long-
term borehole permeability distribution. As a result, releases from the Culebra are significantly
reduced.
Comparison of the RPPCR PA results to the CRA-2019 and APPA indicate that the replacement
and additional panels have little impact on cuttings, cavings, spallings and direct brine releases.
Releases through the Culebra for the four western-most additional panels are higher than releases
for the existing panels. Releases through the Culebra from the replacement panels show similar
behavior to those from the existing panels.
Mean total releases from the RPPCR PA are also compared to total releases from the EPA’s
CRA19_COMB analysis. The RPPCR PA sees higher releases at the upper compliance point
probability and lower releases at the lower compliance point probability compared to the
CRA19_COMB results.
Total normalized releases in the RPPCR PA are below regulatory limits. As a result, the RPPCR
PA demonstrates that the WIPP repository, with replacement panels, would continue to comply
with the containment requirements of 40 CFR Part 191.
iv
Revision History
This report was revised based on comments from DOE. Changes were made throughout the
document to improve clarity and readability. Technical details from the supporting analysis reports
were added to provide a more complete overview of the RPPCR PA analysis.
SUMMARY REPORT FOR THE REPLACEMENT PANELS PLANNED CHANGE
REQUEST PERFORMANCE ASSESSMENT
Rev. 1, ERMS 581044
v
TABLE OF CONTENTS
1.0 INTRODUCTION................................................................................................................... 1
2.0 CHANGES SINCE THE CRA-2019 PA ............................................................................... 3
2.1 Updates to the Inventory ....................................................................................................... 4
2.2 Updates to Radionuclide Mobilization ................................................................................. 5
2.3 Additional Waste and Operations Areas ............................................................................... 6
2.4 Changes to Repository Parameters ....................................................................................... 7
2.5 Changes to Iron Surface Area Calculation ............................................................................ 8
2.6 Changes to Repository Pressure at Closure .......................................................................... 9
2.7 Update to the Porosity Surface ............................................................................................. 9
2.8 Updates Related to the Castile Brine Reservoir .................................................................. 11
2.8.1 Salado Flow Model ...................................................................................................... 11
2.8.2 Probability of Intrusion ................................................................................................ 11
2.9 Permeability of a Borehole after Plug Failure and Degradation ......................................... 12
2.10 Update to the Culebra Transport Procedure...................................................................... 12
2.11 Recalibration of T-fields ................................................................................................... 14
2.12 Updates to the Borehole Drilling Frequency and Plugging Pattern Probabilities. ........... 14
2.13 Sampling of Uncertain Parameters ................................................................................... 15
2.14 Hardware and Computational Code Updates .................................................................... 16
3.0 METHODOLOGY FOR THE RPPCR .............................................................................. 17
3.1 Review of FEPs and Conceptual Models ............................................................................ 17
3.2 Salado Flow ........................................................................................................................ 18
3.2.1 Repository Representation in BRAGFLO .................................................................... 18
3.2.2 Panel Groups ................................................................................................................ 19
3.2.3 Modeling Scenarios ...................................................................................................... 20
3.3 Cuttings, Cavings, and Spallings ........................................................................................ 21
3.4 Radionuclide Activities for Solid Releases......................................................................... 22
3.5 Direct Brine Release Volumes ............................................................................................ 22
3.5.1 Model Representation in BRAGFLO_DBR ................................................................. 22
3.5.2 Initial Conditions .......................................................................................................... 24
3.5.3 Modeling Scenarios ...................................................................................................... 25
SUMMARY REPORT FOR THE REPLACEMENT PANELS PLANNED CHANGE
REQUEST PERFORMANCE ASSESSMENT
Rev. 1, ERMS 581044
vi
3.6 Mobilized Radionuclide Concentrations............................................................................. 26
3.7 Salado Transport ................................................................................................................. 27
3.8 Flow and Transport in the Culebra ..................................................................................... 28
3.9 Calculation of CCDFs for Releases .................................................................................... 29
3.9.1 Panel Neighboring Assignments .................................................................................. 29
3.9.2 Method for Determining Confidence Intervals ............................................................ 31
3.10 Run Control ....................................................................................................................... 31
4.0 RESULTS .............................................................................................................................. 35
4.1 Inventory ............................................................................................................................. 35
4.1.1 Total Waste Volume ..................................................................................................... 35
4.1.2 Inventory by EPA Units ............................................................................................... 36
4.1.3 Waste Stream Activity Concentration .......................................................................... 38
4.1.4 Total Radionuclide Activity ......................................................................................... 42
4.2 Salado Flow ........................................................................................................................ 48
4.3 Cuttings, Cavings, and Spallings ........................................................................................ 51
4.3.1 Cuttings and Cavings .................................................................................................... 52
4.3.2 Spallings ....................................................................................................................... 53
4.4 Direct Brine Release Volumes ............................................................................................ 57
4.5 Mobilized Radionuclide Concentrations............................................................................. 61
4.6 Salado Transport ................................................................................................................. 62
4.7 Culebra Flow and Transport ............................................................................................... 64
4.8 Releases by Release Mechanism ........................................................................................ 70
4.8.1 Cuttings and Cavings Releases ..................................................................................... 70
4.8.2 Spallings Releases ........................................................................................................ 73
4.8.3 Direct Brine Releases ................................................................................................... 76
4.8.4 Culebra Releases .......................................................................................................... 79
4.8.5 Total Releases ............................................................................................................... 84
4.8.6 Sensitivity Analysis for Total Releases ........................................................................ 87
4.9 Comparison to EPA analysis .............................................................................................. 90
5.0 ADDITIONAL ANALYSES ................................................................................................ 95
5.1 Homogeneous Waste Loading ............................................................................................ 95
5.2 Replacement Panel Performance ........................................................................................ 95
SUMMARY REPORT FOR THE REPLACEMENT PANELS PLANNED CHANGE
REQUEST PERFORMANCE ASSESSMENT
Rev. 1, ERMS 581044
vii
6.0 SUMMARY ........................................................................................................................... 97
7.0 REFERENCES ...................................................................................................................... 99
SUMMARY REPORT FOR THE REPLACEMENT PANELS PLANNED CHANGE
REQUEST PERFORMANCE ASSESSMENT
Rev. 1, ERMS 581044
viii
LIST OF TABLES
Table 2-1. Iron, Lead, and CPR Inventories (PAIR-2018 and PAIR-2022) ....................................5
Table 2-2. Repository Model Parameters updated in the RPPCR ...................................................8
Table 2-3. Culebra Release Point Coordinates (Bethune 2023) ....................................................14
Table 2-4. Updated Drilling Parameters for the RPPCR (Brunell 2023) ......................................15
Table 3-1. Panel Groups in the RPPCR BRAGFLO Grid (Hansen et al. 2023a) ..........................20
Table 3-2. BRAGFLO Modeling Scenarios for the RPPCR (King 2023) .....................................21
Table 3-3. DBR Scenarios (Docherty and King 2023) ..................................................................26
Table 3-4. Lumped and Represented Radionuclides (Kim 2023)..................................................27
Table 3-5. Panel Neighbor Relationships for RPPCR (Hansen et al. 2023a) ................................30
Table 3-6. Panel Neighbor Relationships for CRA-2019 ..............................................................31
Table 3-7. WIPP PA Codes Used for the RPPCR (Long 2023) ....................................................33
Table 4-1. Half-lives of important WIPP Radionuclides ...............................................................35
Table 4-2. WIPP CH- and RH-TRU Waste Streams by Total Scaled Volume from RPPCR
Inventory (Kicker 2023b) ......................................................................................................36
Table 4-3. WIPP CH- and RH-TRU Waste Streams by Total EPA Units (calendar year 2083) from
RPPCR Inventory (Kicker 2023b) .........................................................................................37
Table 4-4. WIPP CH- and RH-TRU Waste Streams by Total EPA Units (calendar year 12083)
from RPPCR Inventory (Kicker 2023b) ................................................................................38
Table 4-5. WIPP CH- and RH-TRU Waste Streams Ordered by Concentration at Closure
(Calendar Year 2083) from RPPCR Inventory (Kicker 2023b) ............................................40
Table 4-6. WIPP CH- and RH-TRU Waste Streams Ordered by Concentration at 10,000 Years
after Closure (Calendar Year 12083) from RPPCR Inventory (Kicker 2023b).....................42
Table 4-7. Highest Activity Isotopes in WIPP CH- and RH-TRU Waste at Closure and After
10,000 Years (Kicker 2023b) .................................................................................................45
Table 4-8. Fraction of Realizations with more than 10% of Initial Iron Remaining Uncorroded
After 10,000 Years (King 2023) ............................................................................................51
Table 4-9. Cavings Area Statistics for the RPPCR and CRA-2019 (Kicker 2023a) .....................53
Table 4-10. Intrusion Scenarios used in Calculating Direct Brine and Spallings Releases (Kicker
2023a) ....................................................................................................................................54
Table 4-11. Summary Spallings Results by Intrusion Scenario (Kicker 2023a) ...........................54
Table 4-12. Summary Spallings Results by Intrusion Location (Kicker 2023a) ...........................55
Table 4-13. DBR Volume Summary (Docherty and King 2023) ..................................................58
Table 4-14. Number of the Screened-in Vectors (Kim 2023) .......................................................63
SUMMARY REPORT FOR THE REPLACEMENT PANELS PLANNED CHANGE
REQUEST PERFORMANCE ASSESSMENT
Rev. 1, ERMS 581044
ix
Table 4-15. Mean Cumulative Lumped Radionuclides Discharges (in EPA Units) Through a
Borehole to the Culebra at 10,000 Years (Kim 2023) ...........................................................64
Table 4-16. Statistics on the Three-Replicate Mean for Total Releases ........................................87
Table 4-17. Stepwise Ranked Regression Analysis for Mean Total Releases for Replicate 1 of the
CRA-2019 and RPPCR Analyses ..........................................................................................89
Table 4-18. Stepwise Ranked Regression Analysis for Mean Total Releases for Replicate 2 of the
CRA-2019 and RPPCR Analyses ..........................................................................................89
Table 4-19. Stepwise Ranked Regression Analysis for Mean Total Releases for Replicate 3 of the
CRA-2019 and RPPCR Analyses ..........................................................................................90
Table 4-20. Borehole Plugging Pattern Parameters .......................................................................91
Table 4-21. Colloid Enhancement Parameters...............................................................................92
Table 4-22. Baseline Solubility Parameters ...................................................................................93
Table 4-23. Statistics on the Overall Mean for Total Releases ......................................................94
SUMMARY REPORT FOR THE REPLACEMENT PANELS PLANNED CHANGE
REQUEST PERFORMANCE ASSESSMENT
Rev. 1, ERMS 581044
x
LIST OF FIGURES
Figure 2-1. Current Repository Footprint and Proposed Replacement and Additional Waste Panels
..................................................................................................................................................7
Figure 2-2. Legacy Porosity Response Surface from Figure 3-9 of Vignes et al. (2023) .............10
Figure 2-3. RPPCR Porosity Response Surface from Figure 3-8 of Vignes et al. (2023) .............11
Figure 2-4. Culebra Release Point Locations ................................................................................13
Figure 3-1. BRAGFLO Grid for the RPPCR with Modeled Area Descriptions (King 2023) .......19
Figure 3-2. CRA-2019 DBR Grid with Simulated Intrusion Locations (Docherty and King 2023)
................................................................................................................................................23
Figure 3-3. RPPCR DBR Grid with Simulated Intrusion Locations (Docherty and King 2023) ..24
Figure 3-4. Transfer of Initial Pressure and Saturation from the BRAGFLO Salado Flow Grid to
the DBR Grid (Docherty and King 2023) ..............................................................................25
Figure 4-1. CCDFs for Waste Stream Concentration in an Intersected Waste Stream, EPA Units
per m
3
at Closure (Calendar Year 2083) from Figure 1 of Kicker (2023b) ...........................39
Figure 4-2. CCDFs for Waste Stream Concentration in an Intersected Waste Stream at 10,000
Years after Closure (Calendar Year 12083) (Kicker 2023b) .................................................41
Figure 4-3.Total Activity in EPA Units (top) and Curies (bottom) for WIPP CH- and RH-TRU
Waste from Closure to 10,000 Years After Closure (Kicker 2023b) ....................................43
Figure 4-4. Overall Activity Concentrations in WIPP CH- and RH-TRU Waste from Closure to
10,000 Years After Closure (Kicker 2023b) ..........................................................................44
Figure 4-5. Total Activity in EPA Units (top) and Curies (bottom) for Dominant Isotopes in WIPP
CH and RH-TRU Waste from Closure to 10,000 Years (Kicker 2023b) ..............................47
Figure 4-6. Mean Brine Saturation in the Waste Panel (King 2023) .............................................49
Figure 4-7. Mean Brine Pressure in the Waste Panel (King 2023) ................................................49
Figure 4-8. Mean Cumulative Total Gas Generation (King 2023) ................................................50
Figure 4-9. Mean Cumulative Brine Flow up the Borehole (King 2023) ......................................50
Figure 4-10. Mean Waste Panel Porosity (King 2023) ..................................................................51
Figure 4-11. Cuttings and Cavings Area as a Function of Waste Shear Strength for RPPCR (Kicker
2023a) ....................................................................................................................................52
Figure 4-12. Cumulative Frequency of Spallings Volume in the RPPCR and the CRA-2019
(Kicker 2023a) .......................................................................................................................56
Figure 4-13. Spallings Concentration from Closure to 10,000 Years (Kicker 2023a) ..................56
Figure 4-14. Release Volume Frequency, All Non-zero Releases (Docherty and King 2023) .....59
Figure 4-15. Release Volume Frequency, L, M, and U Non-zero Releases Only (Docherty and
King 2023) .............................................................................................................................59
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Figure 4-16. Release Volumes, All Non-zero Releases (Docherty and King 2023) .....................60
Figure 4-17: Release Volumes by Scenario, All Non-zero Releases (Docherty and King 2023) .60
Figure 4-18. Log10 of the Solubility for the Lumped Radionuclides in Castile Brine (Kim 2023)
................................................................................................................................................61
Figure 4-19. Means Radionuclide Concentrations of Lumped and Total Actinides in 33,804 m
3
Castile Brine over Time (Kim 2023) .....................................................................................62
Figure 4-20. Total Activity Concentration in Castile Brine vs Time for 3 Replicates (Kim 2023)
................................................................................................................................................62
Figure 4-21. Particle Travel Paths and Travel Time to the LWB Exceedance Probabilities, Full
Mining Scenario (Bethune 2023) ...........................................................................................65
Figure 4-22. Particle Travel Paths and Resultant Travel Time to the LWB Exceedance
Probabilities, Partial Mining Scenario (Bethune 2023) .........................................................66
Figure 4-23. Exceedance Probabilities of Cumulative Mass Discharge to the LWB by 10,000 Years
by Release Point (rows) and Radionuclide (columns), Full Mining Scenario (Bethune 2023)
................................................................................................................................................68
Figure 4-24. Exceedance Probabilities of Cumulative Mass Discharge to the LWB by 10,000 Years
by Release Point (rows) and Radionuclide (columns), Partial Mining Scenario (Bethune
2023) ......................................................................................................................................69
Figure 4-25. Cuttings and Cavings Releases for Replicate 1 of the RPPCR .................................71
Figure 4-26. 3-Replicate Mean CCDFs for Cuttings and Cavings Release Volumes ...................72
Figure 4-27. Three-Replicate Mean CCDFs for Waste Volume in Cuttings and Cavings Release
Volumes .................................................................................................................................72
Figure 4-28. Three-Replicate Means for Cuttings and Cavings Releases with Confidence Limits
................................................................................................................................................73
Figure 4-29. Three-Replicate Mean CCDFs for Spallings Volumes .............................................74
Figure 4-30. Three-Replicate Mean CCDFs for Waste Volume in Spallings Volumes ................74
Figure 4-31. Spallings Releases for Replicate 1 of the RPPCR ....................................................75
Figure 4-32. Three-Replicate Means for Spallings Releases with Confidence Limits ..................76
Figure 4-33. Three-Replicate Mean CCDFs for Direct Brine Volumes ........................................77
Figure 4-34. Three-Replicate Means for Direct Brine Releases with Confidence Limits .............78
Figure 4-35. Direct Brine Releases for Replicate 1 of the RPPCR ...............................................78
Figure 4-36. Radionuclide Transport to the Culebra for Replicate 1 of the RPPCR .....................80
Figure 4-37. Three-Replicate Means for Radionuclide Transport to the Culebra with Confidence
Limits .....................................................................................................................................80
Figure 4-38. Releases from the Culebra for Replicate 1 of the RPPCR ........................................81
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Figure 4-39. Total Releases to and from the Culebra by Radionuclide for the CRA-2019 (Three-
Replicate Means) ...................................................................................................................81
Figure 4-40. Releases to and from the Culebra by Radionuclide for the RPPCR (Three-Replicate
Means)....................................................................................................................................82
Figure 4-41. Radionuclide Releases from the Culebra by Release Point for the RPPCR (Three-
Replicate Means) ...................................................................................................................83
Figure 4-42. Three-Replicate Means for Transport Releases from the Culebra with Confidence
Limits .....................................................................................................................................84
Figure 4-43. Total Releases for Replicate 1 of the RPPCR ...........................................................85
Figure 4-44. 3-Replicate Means for Release Components for the CRA-2019 ..............................85
Figure 4-45. Three-Replicate Means for Release Components for the RPPCR ............................86
Figure 4-46. Confidence Limits on the Three-Replicate Mean for Total Releases .......................86
Figure 4-47. Total Mean Releases from the RPPCR and CRA19_COMB ...................................94
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1.0 INTRODUCTION
The Waste Isolation Pilot Plant (WIPP), located in southeastern New Mexico, has been developed
by the U.S. Department of Energy (DOE) for the geologic (deep underground) disposal of
transuranic (TRU) waste. Containment of TRU waste at the WIPP is regulated by the U.S.
Environmental Protection Agency (EPA) according to the regulations set forth in Title 40 of the
Code of Federal Regulations (CFR), Part 191 (U.S. EPA 1993).
The DOE demonstrates compliance with the containment requirements according to the
Certification Criteria in 40 CFR Part 194 (U.S. EPA 1996) by means of performance assessment
(PA) calculations. The WIPP PA calculations estimate the probability and consequence of
potential radionuclide releases from the repository to the accessible environment for a regulatory
period of 10,000 years after facility closure. PA models and input parameters are modified and
refined with improved information regarding important WIPP features, events, and processes.
Planned changes to the repository and/or the components therein also result in updates to WIPP
PA models.
As currently certified, the WIPP includes ten panels for waste emplacement. Due to a loss of
capacity, not all of the volume of the ten panels will be used for waste disposal. The DOE plans to
submit a Planned Change Request (PCR) to excavate two panels, termed replacement panels, to
provide an equivalent disposal capability, and may consider excavating up to seven panels beyond
the two replacement panels, defined here as additional panels, to provide the additional disposal
capacity needed to reach the legislated WIPP waste volume limit (Hansen 2020). The Replacement
Panels Planned Change Request (RPPCR) PA was executed to quantify the long-term performance
of the repository with the replacement and additional panels in support of the PCR submittal. The
RPPCR PA is detailed in the analysis plan AP-204 (Hansen et al. 2023a). Within this report
RPPCR refers to the PA, not to the complete Planned Change Request.
This report summarizes the methods and results of the RPPCR. Results of the RPPCR are primarily
compared to the results of the 2019 Compliance Recertification Application PA (CRA-2019) to
assess repository performance in terms of the most recent regulatory submittal. Changes from the
CRA-2019 PA that are incorporated into the RPPCR PA including inventory updates, updates
related to the replacement and additional panels, updates due to new information and model
revisions since the CRA-2019 PA, and updates to the PA codes and computing platform are
detailed in Section 2.0. Select RPPCR results are also compared to the 2021 Additional Panels
Performance Assessment (APPA) (Hansen 2020; Brunell et al. 2021) to isolate the impact of the
increased repository volume. Mean CCDFs of total releases from the RPPCR are also compared
to total releases from the EPA’s CRA19_COMB analysis (U.S. EPA 2022a).
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2.0 CHANGES SINCE THE CRA-2019 PA
This section describes the differences between the CRA-2019 PA and the RPPCR PA.
The RPPCR includes the following updates to models and parameters based on new or revised
information:
The repository inventory is based on the 2022 Performance Assessment Inventory Report.
Actinide mobilization and colloidal calculations are updated with the new thermodynamic
database and inventory parameters.
The actinide oxidation state model is extended to accommodate actinide-specific oxidation
state distributions.
Iron surface area is calculated with the iron inventory rather than projected inventory based
on optimal loading.
The BRAGFLO porosity surface is updated with a new model of creep closure.
Castile brine reservoir porosity and pore volume are updated based on a reassessment of
WIPP-12 data.
The upper bound of the borehole permeability parameter distribution is updated.
Culebra T-fields are recalibrated with additional observation data and an updated
calibration method.
Drilling frequency and borehole plugging patterns are updated with new data.
Additional changes are made to accommodate the new waste panels, including:
Updates to repository area and volume parameters.
An update to waste area pressure at time of closure with the new waste storage volume.
Additions to the computational grid of the BRAGFLO repository flow model for the new
waste panel regions.
A new waste region added to the BRAGFLO direct brine release model.
Additional mass release points added to the SECOTP2D Culebra transport models to
simulate mass discharge from the additional panels.
New panel neighboring relationships added to the CCDFGF software. New panel groups
are defined to associate releases to the Culebra with the new Culebra mass release points.
Finally, the PA software is updated to accommodate the migration to a new computing platform.
The APPA analysis included those changes related to the new waste panels in the BRAGFLO
models and the updated repository parameters. The APPA did not include updates to the Culebra
flow or transport models.
Many updates in this section involve WIPP PA parameters. WIPP PA parameters are defined by a
unique material and property pair. By convention, these parameters are written in all upper case
with the material and property separated by a colon (i.e. MATERIAL:PROPERTY). Parameter
definitions, values, distributions, and units can be found in Kim and Feng (2023).
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2.1 Updates to the Inventory
The Land Withdrawal Act (LWA) legislated waste capacity of WIPP is 175,564 m
3
(U.S. Congress
1992, U.S. Congress 1996). The CRA-2019 inventory was scaled up to the full legislated volume
of WIPP (Van Soest 2018). The APPA analysis used the same inventory as the CRA-2019.
The RPPCR waste inventory is based on the 2022 Annual Transuranic Waste Inventory Report
(U.S. DOE 2022a) and is detailed in the Performance Assessment Inventory Report (PAIR) - 2022
(Van Soest 2022). For the RPPCR PA analysis, radionuclides in each waste stream have been
subjected to radioactive decay and ingrowth through the closure date of 2083. The inventory data
has been scaled up to a full repository assuming that a full repository would contain a volume of
waste equal to the LWA volume limit, consistent with previous performance assessments. The
increased waste storage volume from the new panels, discussed in Section 2.3, increases the
physical volume where waste can be emplaced but does not increase the volume of the waste
emplaced in the repository.
For the CRA-2019, waste container volumes are based on the outermost container. In contrast, the
innermost waste container is used for the RPPCR container volume (Kicker 2023c, Table 1;
NMED 2023). Also, the amount of surplus plutonium approved for disposal at WIPP has increased
(Van Soest 2022). Finally, the assumed closure date of the repository moved from 2033 to 2083.
With these changes, the activity of the inventory at closure increases to 6.51 × 10
6
Ci in RPPCR
from 6.14 × 10
6
Ci in the CRA-2019.
The mass of most waste and packaging materials has also increased. The mass of iron-based metals
in the inventory has increased from 6.31 × 10
7
kg in the CRA-2019 to 7.47 × 10
7
kg in the RPPCR
(Table 2-1). Iron-based metals provide the reactants that reduce radionuclides to lower oxidation
states. During the CCA, the anticipated quantity of iron was 2.0 × 10
7
kg. With the RPPCR iron
inventory at 7.47 × 10
7
kg, the existing panels in the south half of the repository and the
replacement and additional panels in the west half of the repository are expected to separately meet
the minimum 2.0 × 10
7
kg of iron anticipated to be emplaced in the CCA. In Appendix WCL and
Appendix WCA of the 1996 Compliance Certification Application (CCA), it was noted that the
anticipated quantity of these metals to be emplaced in the WIPP is two to three orders of magnitude
in excess of the quantity required to assure reducing conditions. Hence, the iron mass in the
inventory for the RPPCR PA is also sufficient to maintain reducing conditions in the RPPCR.
Appendix WCL of the CCA also sets a maximum emplacement mass of cellulose, plastic, and
rubber (CPR) at 2.0 × 10
7
kg. This maximum limit is based on the expected MgO emplacement at
the time of the CCA and ensures a sufficient quantity of MgO to react with the CO
2
produced from
the degradation of CPR material. Since the CCA, an MgO excess factor (sometimes referred to as
an MgO safety factor) has been defined to scale the MgO emplaced with the CPR material
emplaced (Marcinowski 2004; U.S. EPA 2004). The MgO excess factor has made the CCA
Appendix WCL limit on CPR obsolete. For the RPPCR, the total mass of CPR material in the
inventory is 2.14 × 10
7
kg (Table 2-1). With the MgO excess factor, the MgO emplaced will be
sufficient to react all CO
2
produced from the CPR mass in the RPPCR.
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Table 2-1. Iron, Lead, and CPR Inventories (PAIR-2018 and PAIR-2022)
Material
PAIR-2018 (CRA-2019)
(kg)
PAIR-2022 (RPPCR)
(kg)
Iron
6.31E+07
7.47E+07
Lead
1.38E+07
1.04E+07
Cellulose
5.96E+06
7.17E+06
Plastics
1.06E+07
1.29E+07
Rubber
1.22E+06
1.32E+06
Total CPR
1.78E+07
2.14E+07
Since the CRA-2019, four new shielded container variants were added to the payload containers
for WIPP waste (U.S. DOE 2023). The 2022 ATWIR (U.S. DOE 2022a) includes the use of these
containers. In response to the Planned Change Notice on the additional shielded container variants,
the EPA raised concerns about an increase in both steel and lead from the container use and
expressed an expectation that the effects on surface area calculations for both steel and lead would
be evaluated (U.S. EPA 2023).
The updated iron surface area calculation described in Section 2.5 accounts for iron corrosion of
the new shielded containers without additional changes to the iron corrosion model. Compared to
the CRA-2019 inventory, the mass of lead has decreased from 1.38 × 10
7
kg to 1.04 × 10
7
kg
(Table 2-1). In the CRA-2019 completeness comment CC5-SCR-9 response, it was shown that gas
generation from lead corrosion can be screened out of the WIPP PA calculation based on low
consequence (U.S. DOE 2021). The CC5-SCR-9 response calculation assumed that all lead in the
repository was in the original SC-30G1 containers and, much like the updated iron surface area
calculation, converted the mass of lead into a surface area using the container dimensions. Given
that the new shielded containers will increase the dimensions of the lead shielding compared to
the SC-30G1, resulting in a decrease in the surface area per kilogram of lead, and given the
decrease in lead mass in the inventory, the lead surface area in the RPPCR would be less than
calculated for the CC5-SCR-9 response calculation. Therefore, the CC5-SCR-9 response
calculation can still be considered bounding for gas generation from lead corrosion, which
continues to be screened out of the PA based on low consequence.
2.2 Updates to Radionuclide Mobilization
Updates to the RPPCR affect the dissolved and colloidal source terms for the Salado flow, actinide
mobilization, and Salado transport models. Baseline solubility parameters and An(III,IV)
solubility uncertainty distributions (SOLMOD3:SOLVAR and SOLMOD4:SOLVAR) were
updated due to changes in the inventory, thermodynamic model, and literature screening criteria
(Domski 2023a, Domski 2023b).
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In the RPPCR, the oxidation state model is extended to include the behavior of the different multi-
valence actinides across a range of oxidation-reduction (redox) potentials. The PA parameter
database uses materials NP, PU, and U to define properties for radionuclides Np, Pu, and U
respectively. New parameters (property OXCUTOFF for materials NP, PU, and U) are
implemented in the RPPCR based on the recommended values from Lucchini and Swanson (2023).
Plutonium is the only multi-valent actinide where the OXCUTOFF value introduces a change in
the realized oxidation state. The new PU:OXCUTOFF parameter is set to 0.25, meaning 25% of
realizations assume the +III state-controlled Pu solubility and 75% of realizations assume the +IV
state-controlled Pu solubility. Microbial and intrinsic colloidal enhancement parameters are also
updated for the RPPCR based on Lucchini and Swanson (2023).
2.3 Additional Waste and Operations Areas
The DOE plans to excavate additional volume for waste disposal, comprising two replacement
waste panels (numbered 11 and 12) and potentially seven additional panels (numbered 13 to 19)
to the west of the current repository footprint (Figure 2-1, adapted from Sjomeling 2019). In the
design used for this analysis, Panels 11 through 19 are similar to Panels 1 through 8, except that
the abutment pillars (between the waste rooms and the access drifts) are increased from 61.0 m
(200 ft) to 122.0 m (400 ft) and the isolation pillars (separating two panels) are increased from
61.0 m (200 ft) to 91.5 m (300 ft).
Five access drifts running east-west connect the new panels with the rest of the repository. Unlike
the access drifts in the south that comprise Panel 10, there is no plan to place waste in the west
access drifts. There are no plans for panel closures between the new western drifts and the existing
operations and experimental areas (Sjomeling 2019).
The computational grids for flow in the Salado (Section 3.2.1) and for direct brine release (DBR)
(Section 3.5.1) are updated to account for the new panels. The logic for assigning panel
neighboring is also extended to account for the new panels (Section 3.9.1).
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Figure 2-1. Current Repository Footprint and Proposed Replacement
and Additional Waste Panels
2.4 Changes to Repository Parameters
The repository model parameters for waste storage volume (REFCON:VREPOS), the area of the
berm placed over the waste panels (REFCON:ABERM), the area of contact-handled (CH) waste
disposal (REFCON:AREA_CH), and the fraction of the repository volume occupied by CH
waste (REFCON:FVW) have been updated (Table 2-2).
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Table 2-2. Repository Model Parameters updated in the RPPCR
Material
Property
Description
CRA-2019
Value
RPPCR
Value
Units
REFCON VREPOS
Excavated storage volume of
the repository
438,406.08 853,284.89 m
3
REFCON ABERM
Area of the berm placed over
waste panels
628,500 1,268,303 m
2
REFCON AREA_CH
Area for contact-handled
(CH) waste disposal
111,500 216,952 m
2
REFCON FVW
Fraction of the repository
volume occupied by waste
0.385 0.197 -
2.5 Changes to Iron Surface Area Calculation
One factor in the rate of gas generation from iron corrosion is the initial surface area of iron in the
repository. In past PAs, including in the CRA-2019 PA and APPA, the surface area concentration
was defined as:
=
(
1
)
Where:
D
s
is the surface area concentration in m
2
(iron)/m
3
(repository volume),
A
d
is the surface area of iron associated with a waste disposal drum (parameter
REFCON:ASDRUM, m
2
/drum),
n
d
is the optimal number of waste drums that can be loaded into a single room (parameter
REFCON:DRROOM), and
V
R
is the initial volume of a single room in the repository (parameter REFCON:VROOM,
m
3
).
Based on previous estimates (Brush 1991; Day 2015), the specified parameters result in an iron
surface area concentration D
s
= 11.2 m
2
(iron)/m
3
(repository volume). Given the waste storage
volume (REFCON:VREPOS) for CRA-2019 of 438,406.08 m
3
, a total iron surface area of 4.91 ×
10
6
m
2
was used in the CRA-2019 PA.
For the RPPCR, a new approach for the iron surface area calculation is used. This approach ties
the iron surface area to the iron mass in the inventory rather than to the optimal loading and volume
of the repository. An estimate of the iron surface area per kilogram of iron was made based on an
estimate of the iron surface area for already emplaced waste. A new parameter defining the surface
area (in m
2
) per kilogram of iron (REFCON:FESAPKG) is defined with a value of 0.105 m
2
/kg
(King 2021d). For the RPPCR, this gives a total iron surface area of 7.84 × 10
6
m
2
. If this approach
for the iron surface area calculation had been used in CRA-2019 PA, the total iron surface area
would have been 6.62 × 10
6
m
2
.
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As discussed in Section 2.1, four new shielded container variants were added for WIPP waste. The
RPPCR uses a single iron surface area to account for iron corrosion of all containers and waste
materials. The updated iron surface area calculation uses the mass of iron in the inventory and an
average mass to square meter conversion factor. Steel thickness in the new shielded containers
ranges from a nominal 0.625 in to 4.5 in (0.01588 m to 0.1143 m), much larger than the average
steel thickness of 0.05 inches (0.00122 m) used in the surface area calculation. Consequently, the
surface area per kilogram of the new shielded containers would be much less than the 0.105 m
2
/kg
value currently defined (REFCON:FESAPKG). A higher value of surface area per kilogram would
give a higher surface area and a conservatively higher iron corrosion rate. The new shielded
containers are a small fraction of all waste containers, thus, using the current value of 0.105 m
2
/kg
for the surface area calculation results in a slightly conservative simplification for the iron
corrosion model.
2.6 Changes to Repository Pressure at Closure
Microbial biodegradation of CPR materials occurs at a high initial rate with a lower long-term rate
(Nemer et al. 2005). The long-term rate is modeled in the PA calculation. The initial high rate of
degradation is accounted for by setting the initial pressure at repository closure above atmospheric
pressure.
The increase in initial pressure is calculated with the ideal gas law and dependent on the waste
storage volume. Therefore the new waste storage volume requires an update to this pressure. A
methodology for calculating initial pressure is set forth in Nemer et al. (2005). Since the CPR
inventory changes frequently, a dynamic calculation for the increase in pressure above atmospheric
is added to the ALGEBRACDB1 step of the Salado flow calculation. To do this the CAVITY_1
and CAVITY_2 PRESSURE values are redefined as atmospheric pressure (101,325 Pa), and a
new parameter named WAS_AREA:EGRATMIC is defined for the moles of gas generated per
kilogram of CPR from early-time biodegradation (King 2021c). With these new parameters, and
the updated CPR inventory, the initial waste area pressure for the RPPCR is 1.16 × 10
5
Pa. The
initial pressure in the CRA-2019 was 1.28 × 10
5
Pa.
2.7 Update to the Porosity Surface
The creep closure of the salt onto the waste is simulated in detail with a geomechanical model.
This detailed model is executed with each of a range of gas generation functions (called f-curves)
to produce a set of output pressures and porosities in the repository. This set of outputs is made
into a response surface for porosity as a function of time and pressure. This response surface
function is used in the Salado flow calculation to model the effects of creep closure in the waste
area on fluid flow in and around the repository. The response surface used in the Salado flow
model is updated based on the new disposal room porosity model by Vignes et al. (2023).
The legacy porosity response surface used in the CRA-2019 is shown in Figure 2-2. The updated
response surface used in the RPPCR is shown in Figure 2-3. Of note for the Salado flow solution,
at low pressures the porosity is lower for the RPPCR as compared to the CRA-2019. The two
porosity surfaces have different shapes that will lead to different behaviors in the Salado flow
simulations. Qualitatively, adding gas (going to higher f-curves) tends to have a response in both
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pressure and porosity in the legacy surface. In the new surface, the primary response of adding gas
below the range of lithostatic pressure of about 15 MPa is to raise the pressure. Once the pressure
is close to lithostatic, adding gas will primarily result in an increase to porosity. See Vignes et al.
(2023) for a discussion on the development of the new porosity response surface and see Section
4.2 and King (2023) for a discussion of the effect on the Salado flow results.
Figure 2-2. Legacy Porosity Response Surface from Figure 3-9 of
Vignes et al. (2023)
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Figure 2-3. RPPCR Porosity Response Surface from Figure 3-8 of
Vignes et al. (2023)
2.8 Updates Related to the Castile Brine Reservoir
2.8.1 Salado Flow Model
Gross and Gjerapic (2022) observed that brine flow and well pressures from two wells (WIPP-12
and ERDA-6) that produced brine from the Castile were better described by a two-domain
hydrogeologic model. Their fitted model predicts a somewhat smaller upper bound for the Castile
reservoir pore volume than was used in the CRA-2019. Docherty (2023a) further investigated the
Castile reservoir model representation in BRAGFLO, recommending an extended representation
of the reservoir in the BRAGFLO grid as shown in Figure 3-1 (Section 3.2.1). The modeled
porosity of the Castile (based on the sampled rock compressibility CASTILER:COMP_ROCK) is
updated for this updated grid volume and the maximum pore volume from Gross and Gjerapic
(2022).
2.8.2 Probability of Intrusion
Time Domain Electromagnetic (TDEM) sounding data is used to derive a probability of
encountering pressurized brine in the Castile Formation under the WIPP repository (WIPP PA
parameter GLOBAL:PBRINE). Zeitler (2023b) examined the existing TDEM data and found that
it adequately covers the replacement panels, numbers 11 and 12, for which the DOE is seeking
approval, and thus the existing GLOBAL:PBRINE distribution is adequate for the replacement
panels. The existing GLOBAL:PBRINE distribution is also used for the additional panels 13 to
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19. As noted in Section 2.13, a small change to the GLOBAL:PBRINE distribution is made to
ensure a full range of probabilities is defined.
2.9 Permeability of a Borehole after Plug Failure and
Degradation
In the CRA-2019, the base 10 log of the permeability of a borehole after plug failure and
degradation of borehole materials (material BH_SAND, properties PRMX_LOG, PRMY_LOG,
PRMZ_LOG) was specified as a uniform distribution between −16.3 and −11 log(m
2
). Gjerapic et
al. (2023) recommended a new upper bound for this distribution of −14 log(m
2
). The RPPCR uses
this recommendation, sampling the log of the borehole permeability uniformly between −16.3 and
−14 log(m
2
).
2.10 Update to the Culebra Transport Procedure
The CRA-2019 Culebra transport model considered only a single radionuclide mass release point
above the center of the currently permitted 10-panel repository. The two replacement waste panels
(numbered 11 and 12) and seven additional panels (numbered 13 through 19) extend to the west
of the current repository footprint away from the CRA-2019 release point (Figure 2-4, modified
from Bethune and Brunell 2022). The RPPCR includes the CRA-2019 Culebra release point
(CRP1), plus three additional Culebra release points (CRP2 through CRP4) to characterize
transport through the Culebra over the additional panel region (Bethune and Brunell 2022). The
UTM NAD27 Zone 13N coordinates of the release points are listed in Table 2-3.
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Figure 2-4. Culebra Release Point Locations
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Table 2-3. Culebra Release Point Coordinates (Bethune 2023)
Culebra
Release
Point
X-Coordinate
(m)
Y-Coordinate
(m)
Description
CRP1 613597.5 3581385.2
CRA-2019 release point, centroid of
Panels 1 through 10.
CRP2 612828.3 3581621.4
New release point, centroid of Panels 11
through 13.
CRP3 612424.1 3581961.0
New release point, centroid of Panels 14
and 19.
CRP4 612120.2 3581957.6
New release point, centroid of Panels 15
through 18.
2.11 Recalibration of T-fields
The Culebra flow model incorporates spatially variable, calibrated fields of transmissivity,
storativity, anisotropy, and recharge (collectively referred to as T-fields). A geostatistical model
produces an ensemble of 1,000 uncalibrated parameter fields from quantitative and qualitative
observations of hypothesized hydrogeologic controls (Hart et al. 2008). The T-fields used in CRA-
2019 were calibrated with the Parameter ESTimation (PEST) software and MODFLOW-2000
groundwater flow simulator (Hart et al. 2009). For the RPPCR, 1,000 base T-fields are calibrated
with updated steady-state and transient targets and model boundary conditions using the PEST++
Iterative Ensemble Solver (PEST++ IES) and the MODFLOW6 groundwater flow simulator
(Bowman et al. 2023). The calibrations were evaluated on their ability to recreate observed head
data, and the best 100 calibrations were selected for use in the RPPCR (Bowman et al. 2023).
2.12 Updates to the Borehole Drilling Frequency and
Plugging Pattern Probabilities.
WIPP regulations require that current drilling practices are assumed for future inadvertent
intrusions. The DOE continues to survey drilling activity in the Delaware Basin in accordance with
the criteria established in 40 CFR Part 194.33. Local well operators are surveyed annually to
provide the WIPP project with information on drilling practices, Castile brine encounters, etc.
Survey results through August 2022 are documented in the 2022 Delaware Basin Monitoring
Annual Report (U.S. DOE 2022b). The drilling frequency parameter (GLOBAL:LAMBDAD) is
updated in Brunell (2023) based on U.S. DOE (2022b).
For CRA-2019, only wells within the Designated Potash Area (DPA) were used for determining
the plugging pattern of wells modeled in the performance assessment (Day 2023). The EPA
disagreed with this approach in their review of the CRA-2019 (U.S. EPA 2022c). An alternative
approach using a nine-township area surrounding the WIPP site was proposed (Day 2023) and
found acceptable by the EPA (Santillan 2023). The probabilities of wells having one-, two-, and
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three-plugs have been updated for the RPPCR with the data from Day (2023). Brunell (2023)
translated the information from Day (2023) into PA parameters. Table 2-4 summarizes the updated
drilling frequency (described as drilling rate) and plugging pattern probabilities used in the
RPPCR.
Table 2-4. Updated Drilling Parameters for the RPPCR (Brunell 2023)
Material Property Description Units
CRA-2019
Value
RPPCR
Value
GLOBAL LAMBDAD Drilling rate per unit area.
km
-2
yr
-1
0.0099 0.01389
GLOBAL ONEPLG
Probability of having Plug
Pattern 1 (full plug).
(-) 0.403 0.366
GLOBAL TWOPLG
Probability of having Plug
Pattern 2.
(-) 0.331 0.430
GLOBAL THREEPLG
Probability of having Plug
Pattern 3.
(-) 0.266 0.204
2.13 Sampling of Uncertain Parameters
Uncertain parameters are sampled with the code LHS version 3.00 in the RPPCR. With the
migration of LHS to the GNU Fortran compiler on the CentOS platform (Long and King 2022),
the seeded random number generator used by previous versions of LHS no longer produces the
same random samples. In order to maintain the capability to directly compare analyses, LHS 3.00
has the ability to read in a list of previously generated values instead of using the values produced
by a seeded random number generator. The list of values going into LHS is the uniform 0 to 1
numbers sampled by the intrinsic random number function supplied to the LHS algorithm, it is not
the sampled parameter values produced by the LHS algorithm. This allows for sampling from
updated distributions that maintain the same rank ordering for each parameter vector. For the
RPPCR, LHS reads a table containing the same values used in the CRA-2019 PA and in the APPA.
Retaining these same values enables direct comparison of the RPPCR to these previous analyses.
Four parameter distributions are changed for the RPPCR. The RPPCR calculations include an
updated upper bound to the parameter distribution assigned to the permeability of the material
filling a borehole from 200 years after the drilling event (BH_SAND:PRMX_LOG) (Section 2.9).
The distributions for solubility uncertainty for +III and +IV actinides (SOLMOD3:SOLVAR and
SOLMOD4:SOLVAR) are updated based on the thermodynamic model changes and new literature
screening as described in Section 2.2 (Domski 2023a; Domski 2023b). An error was found and
corrected in the PRELHS code where user supplied distributions were not forced to start at the
assumed probability of zero and an incorrect ordering could occur when parameter values were
repeated (SNL 2022; Docherty 2023b). The distribution for the probability of intersecting a
pressurized brine pocket (GLOBAL:PBRINE) is changed as a consequence of correcting the error
found in the PRELHS code. The inundated steel corrosion rate (STEEL:CORRMCO2) parameter
distribution is not changed for RPPCR; however, the sampled values changed slightly from CRA-
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2019 due to the correction of the error in the PRELHS code (see Section 2.14). An impact analysis
for the PRELHS error (Docherty 2023b) determined that the errors in the LHS samples were of
negligible effect.
The values for sampled parameters for all vectors are written to the WIPP PA Results Database
(PA_Results) for use by other WIPP PA codes. Details of the values of parameters used for RPPCR
calculations are found in Kim and Feng (2023). Details of the LHS parameter sampling for the
RPPCR can be found in Zeitler (2023a).
2.14 Hardware and Computational Code Updates
As discussed in Section 2.13, the LHS and PRELHS codes are updated for the RPPCR. The
PRECCDFGF and CCDFGF codes are also updated in order to accommodate the additional
panels, the additional panel neighboring relationships, and the additional Culebra release points.
MODFLOW6 and PEST++ IES were used to recalibrate the T-fields, as described in Section 2.11.
MODFLOW6 is also used for the mining-modified Culebra flow simulations in the RPPCR, as
described in Section 3.8. The PRESECOTP2D code is updated to read the MODFLOW6 output
files. The PANEL code is also updated for the RPPCR to utilize the updated oxidation state model
described in Section 2.2.
The RPPCR was executed on the WIPP PA HPC/Linux Cluster, which consists of Dell PowerEdge
C6420 hardware running CentOS7 (Long 2020; Long and King 2022). Calculations for the CRA-
2019 PA are performed on the WIPP PA Solaris Cluster, which consisted of Intel hardware running
the Solaris operating system (Long 2019).
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3.0 METHODOLOGY FOR THE RPPCR
The WIPP PA calculations estimate the probability and consequence of potential radionuclide
releases from the repository to the accessible environment for a regulatory period of 10,000 years
after facility closure. The WIPP repository might be disturbed by exploratory drilling for natural
resources during the 10,000-year regulatory period. Drilling could create additional pathways for
radionuclide transport, especially in the Culebra, and could release material directly to the surface.
In addition, mining for potash within the Land Withdrawal Boundary (LWB) might alter flow in
the overlying geologic units and may locally accelerate transport through the Culebra. The
disturbed scenarios used in PA modeling capture the range of possible releases resulting from
drilling and mining (Brunell et al. 2021).
The PA methodology accommodates both aleatory (i.e., stochastic) and epistemic (i.e., subjective)
uncertainty in its constituent models. Aleatory uncertainty pertains to unknowable future events
such as intrusion times and locations that may affect repository performance. It is accounted for
by the generation of random sequences of future events. Epistemic uncertainty concerns parameter
values that are assumed to be constants; the constants’ true values are uncertain due to a lack of
knowledge about the system. An example of a parameter with epistemic uncertainty is the
permeability of a material. Epistemic uncertainty is accounted for by sampling parameter values
from assigned distributions using Latin Hypercube Sampling. One set of all sampled values
required to run a WIPP PA calculation is termed a vector. Each set of 100 samples (e.g., the set of
100 vectors) is termed a replicate, and three sets of 100 samples (e.g., three replicates) are used in
a full WIPP PA analysis. For each vector, 10,000 possible sequences of future events (e.g., futures)
are simulated to address aleatory uncertainty. The releases for each of the 10,000 simulated futures
are tabulated for each of the 100 vectors in each of the 3 replicates, totaling 3,000,000 possible
futures (Helton et al. 1998).
For a random variable, the complementary cumulative distribution function (CCDF) provides the
probability of the variable being greater than a particular value. By regulation, PA results are
presented as a distribution of CCDFs of releases (U.S. EPA 1996). Each individual CCDF
summarizes the likelihood of releases across all futures for one vector of parameter values. The
uncertainty in parameter values results in a distribution of CCDFs.
3.1 Review of FEPs and Conceptual Models
A Features, Events, and Processes (FEPs) assessment was performed for the RPPCR, according to
SP 9-4. The assessment determines if any of the changes implemented in this analysis affect current
baseline FEP screening arguments or decisions. The FEPs assessment found that no changes to the
FEP baseline were warranted (Kirkes 2023).
The RPPCR conceptual models are unchanged from those of the APPA. The primary differences
between the RPPCR and the APPA are:
The revised inventory and related parameters.
The procedure for computing releases through the Culebra.
Changes identified as related to new information and revised models since the CRA-
2019.
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These differences do not reflect changes to the conceptual models on which the RPPCR and APPA
are based.
For the APPA, the conceptual models used in the PA were reviewed to identify models that are
affected by the changes due to the replacement and additional waste panels (Hansen 2021). The
review concluded that 3 of the 24 conceptual models were affected:
Disposal System Geometry
Repository Fluid Flow
Direct Brine Release
The Additional Panels Performance Assessment (APPA) Changed Conceptual Models Peer
Review examined the changes affecting these three conceptual models and concluded that the
changed conceptual models provide an adequate and reasonable representation of the repository
system (Falta et al. 2021).
3.2 Salado Flow
The BRAGFLO code calculates the flow of brine and gas in the vicinity of the WIPP repository
over a 10,000-year regulatory compliance period. The results of these calculations are used by
other codes to calculate potential radionuclide releases to the accessible environment. Changes
included in the RPPCR that were observed to most substantially affect Salado flow results, as
compared to the CRA-2019 PA, are (King 2023):
Updates to the model for creep closure of the salt onto the waste.
Updates to the long-term borehole permeability.
Increases to the inventory activity, iron mass, and CPR mass leading to increased gas
generation and brine consumption.
A recalculation of iron surface area.
And additional waste areas and excavated volumes.
The following subsections summarize the approach and methodology for Salado flow modeling as
described by King (2023).
3.2.1 Repository Representation in BRAGFLO
The computational grid and associated material map used by BRAGFLO for the RPPCR is
modified from the grid used for the CRA-2019 PA to accommodate the additional excavated areas
(King 2023). The five new east-west main drifts and their connecting cross drifts have been
modeled as two new regions called the West Operations Area and West Drifts. These two new
areas are modeled with the same properties as the Operations Area in the CRA-2019. A new waste
area called the West Rest-of-Repository has been added to the grid to account for the additional
waste Panels 11 through 19. The West Rest-of-Repository has the volume of 9 standard waste
panels and is separated from the other excavated regions by a panel closure area representing the
100-foot Run-of-Mine Salt Panel Closure System (ROMPCS) that is expected to be emplaced in
the access drifts of each panel.
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The BRAGFLO computational grid with modeled area descriptions and cell dimensions (meters)
for the RPPCR is shown in Figure 3-1. Detailed material maps associated with the six modeling
scenarios are further defined in Section 3.2 of King (2023).
Figure 3-1. BRAGFLO Grid for the RPPCR with Modeled Area
Descriptions (King 2023)
3.2.2 Panel Groups
The BRAGFLO grid (Figure 3-1) aggregates waste panels into four waste-bearing areas denoted
South Waste Panel (WAS), South Rest of Repository (SRR), North Rest of Repository (NRR), and
West Rest of Repository (WRR). Table 3-1 lists the panels which comprise each waste-bearing
area in the BRAGFLO grid. One representative borehole is placed in the grid in the South Waste
Panel area. The borehole in the South Waste Panel is considered to be a conservative representation
of an intrusion into any waste panel, as the South Waste Panel tends to have higher saturation,
being down dip from other panels.
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Table 3-1. Panel Groups in the RPPCR BRAGFLO Grid (Hansen et al.
2023a)
Panel Group
Repository Section
Panels in Panel Group
South Waste Panel (WAS)
South
5
South Rest of Repository (SRR)
South
3, 4, 6, 9
North Rest of Repository (NRR)
South
1, 2, 7, 8, 10
West Rest of Repository (WRR)
West
11, 12, 13, 14, 15, 16, 17, 18, 19
3.2.3 Modeling Scenarios
The six BRAGFLO modeling scenarios used in the RPPCR are unchanged from those used for the
CRA-2019 PA. A single representative borehole intrusion can be used in the south repository for
both south and west repository intrusions (King 2021b). Results obtained in the six scenarios are
used to initialize flow and material properties in subsequent codes in the PA computational suite
(e.g., in the calculation of direct brine release volumes). The scenarios include one undisturbed
scenario (S1-BF), four scenarios that include a single inadvertent drilling intrusion into the
repository (S2-BF to S5-BF), and one scenario investigating the effect of two intrusions into a
single waste panel (S6-BF). Two types of intrusions, denoted as E1 and E2, are considered. An E1
intrusion assumes the borehole passes through a waste-filled panel and into a region of pressurized
brine that may exist under the repository in the Castile formation. An E2 intrusion assumes that
the borehole passes through the repository but does not encounter pressurized brine. BRAGFLO
results obtained in Scenario S6-BF are only used to calculate radionuclide transport to the Culebra
(Section 3.6). Table 3-2 summarizes the six scenarios used in the Salado flow calculation. A total
of 1,800 separate Salado flow simulations are run (3 replicates × 6 scenarios × 100 vectors). King
(2023) describes results from scenarios S1-BF, S2-BF, S4-BF, and S6-BF. Results from scenarios
S2-BF and S3-BF are generally similar to each other, as are results from S4-BF and S5-BF.
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Table 3-2. BRAGFLO Modeling Scenarios for the RPPCR (King 2023)
Scenario
Description
S1-BF
Undisturbed repository.
S2-BF
E1 intrusion at 350 years.
S3-BF
E1 intrusion at 1,000 years.
S4-BF
E2 intrusion at 350 years.
S5-BF
E2 intrusion at 1,000 years.
S6-BF
E2 intrusion at 1,000 years followed by an E1 intrusion at 2,000 years.
3.3 Cuttings, Cavings, and Spallings
This section describes the calculations of the volume of solids releases from the WIPP repository
from a hypothetical intrusion borehole. The PA codes CUTTINGS_S and DRSPALL are used to
calculate these volumes which include cuttings, cavings, and spallings. For more information on
the solids release calculation methodology, see Kicker (2023a).
Cuttings and cavings are the solid materials removed from the repository and carried to the surface
by the drilling fluid during the process of drilling a borehole. Cuttings are the materials removed
directly by the drill bit and cavings are the material eroded from the walls of the borehole by shear
stresses from the circulating drill fluid. The volume of cuttings and cavings material removed from
a single drilling intrusion is assumed to be that of a cylinder. CUTTINGS_S calculates the area of
the base of this cylinder, and cuttings and cavings results in Section 4.3 are reported in terms of
these areas. The volumes of cuttings and cavings removed can be calculated by multiplying these
areas with the assumed initial repository height, 3.96 m (WIPP PA parameter BLOWOUT:
HREPO).
The conceptual model for spallings is documented by Lord et al. (2006, Section 3) and is
implemented in the code DRSPALL. A spallings event occurs during a drilling intrusion when the
repository contains gas at high pressure that causes: (1) localized shear failure of the solid material
surrounding the borehole; and (2) entrainment of the failed material into and up the borehole,
carried ultimately to the land surface. Calculation of the spallings volume is a two-part procedure.
First, DRSPALL calculates the spallings volumes from a single drilling intrusion at four “baseline”
values of repository pressure (10, 12, 14, and 14.8 MPa). Next, the code CUTTINGS_S reads the
time-dependent pressure for each realization from the BRAGFLO output (Section 4.2), and
linearly interpolates on the DRSPALL output to compute the spallings volume for a given intrusion
time.
The DRSPALL solids release volumes from Kirchner et al. (2014) and Kirchner et al. (2015) are
used in the CRA-2019 PA and the RPPCR. Individual borehole spallings volumes are a function
of repository conditions (i.e., pressures in waste areas). Conservative assumptions built into
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spallings volume calculations result in overestimation of spallings volumes (U.S. DOE 2019,
Appendix MASS).
3.4 Radionuclide Activities for Solid Releases
Activity in waste encountered during a hypothetical drilling event is quantified using the metric of
EPA units. The activity in EPA units for a radionuclide is the initial source term activity (in Ci) of
that radionuclide divided by the product of the waste unit factor (WUF) and the release limit (in
Ci/unit of waste) for the same radionuclide (Sanchez et al. 1997). Release limits and the number
of Ci in an EPA unit vary by radionuclide.
The activity in EPA units at each time interval for interest of each of the major radionuclides in
each waste stream is calculated by the WIPP PA code EPAUNI. EPAUNI also calculates the
activity of the entire waste stream in EPA units (at each of the time intervals) and the probability
of encountering each waste stream during a drilling intrusion.
Ten radionuclides (
241
Am,
244
Cm,
137
Cs,
238
Pu,
239
Pu,
240
Pu,
241
Pu,
90
Sr,
233
U, and
234
U) are modeled
in the PA code EPAUNI. These ten radionuclides account for 99.61% of the EPA units at the time
of repository closure in the RPPCR inventory. For a full description of the EPAUNI calculation,
see Kicker (2023b).
3.5 Direct Brine Release Volumes
If the WIPP repository were to be penetrated by a borehole while under conditions of sufficient
repository brine pressure and saturation, brine could migrate up through the intruding borehole to
reach the land surface. Such an event is defined as a direct brine release (DBR). As with previous
WIPP PAs, the BRAGFLO DBR analysis uses the BRAGFLO code to numerically evaluate the
volumetric flux of brine that enters the borehole over the duration of the release.
Changes included in the RPPCR that are observed to affect DBR results most substantially as
compared to the CRA-2019 PA are (Docherty and King 2023):
Changes to DBR grid representation to account for new waste areas.
Updated model for creep closure of the salt onto the waste.
Pressure and saturation from the Salado flow simulations are initial conditions in the DBR
calculation. Changes in the RPPCR that affect these initial conditions strongly affect both the
number of DBRs and the volume of brine released in a DBR.
3.5.1 Model Representation in BRAGFLO_DBR
The DBR numerical grid and material map used in the CRA-2019 PA calculations are shown in
Figure 3-2 and the DBR numerical grid and material map used in the RPPCR calculations are
shown in Figure 3-3.
The DBR numerical grid for the RPPCR takes a conceptual deviation from the CRA-2019 DBR
grid. In the CRA-2019 and previous analyses, the DBR grid modeled the entire waste volume. For
the RPPCR, the intruded waste panel volume and any volume not separated by a panel closure to
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the intruded waste panel are modeled; however, not all of the volume of the waste area is modeled.
Analyses have shown that direct brine release volumes are primarily determined by the conditions
in the intruded panel; other areas in the DBR grid have little to no effect on DBRs (Shumaker
2021). This is due to the short duration of DBR events, which results in very little communication
across panel closures. Consequently, the grid volume used in the CRA-2019 to represent the NRR
has been split into two regions to represent the NRR and the WRR.
In addition to the three drilling locations considered in the CRA-2019 PA, a fourth intrusion
location is considered in the RPPCR. An “O” (for other) intrusion location has been added to the
existing locations “U” (for upper, since it is up-dip), “M” (for middle), and “L” (for lower since it
is down-dip). These intrusion locations are shown in Figure 3-3. The calculations for scenarios S2-
DBR and S3-DBR (Section 3.5.3) represent a drilling intrusion preceded by an E1 intrusion in
either the same or a different waste panel. The effects of a prior E1 intrusion are incorporated into
the calculations by specifying pressure at a boundary condition well, denoted by the red oval in
Figure 3-2 and Figure 3-3.
Figure 3-2. CRA-2019 DBR Grid with Simulated Intrusion Locations
(Docherty and King 2023)
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Figure 3-3. RPPCR DBR Grid with Simulated Intrusion Locations
(Docherty and King 2023)
3.5.2 Initial Conditions
Brine pressures and brine saturations calculated during the BRAGFLO Salado flow simulations
(King 2023) are volume-averaged and used as initial conditions in the DBR simulations. Figure
3-4 illustrates the method used to transfer initial conditions in the RPPCR. The BRAGFLO grid
aggregates waste panels into four waste-bearing regions, as described in Table 3-1: Waste Panel,
South Rest of Repository, North Rest of Repository, and West Rest of Repository. In Figure 3-4,
these regions are denoted Waste Panel, SRoR, NRoR and WRoR, respectively. At the time of the
intrusion, the volume-averaged pressure and saturation from the four waste-filled regions in the
BRAGFLO grid are used as the initial pressure and saturation for corresponding waste regions in
the DBR grid. Consistent with the designations L, M, U and O for the intrusion locations, the DBR
grid waste regions will be referred to as Lower, Middle, Upper, and Other. As indicated in Figure
3-4 conditions in the BRAGFLO Waste Panel map to the Lower waste region in the DBR grid;
likewise, BRAGFLO SRoR conditions map to the Middle DBR region, NRoR to the Upper DBR
region, and WRoR to the Other DBR region. Note that pressure and saturation are allowed to
evolve during the DBR simulations.
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Figure 3-4. Transfer of Initial Pressure and Saturation from the
BRAGFLO Salado Flow Grid to the DBR Grid (Docherty and King
2023)
3.5.3 Modeling Scenarios
In performing DBR calculations, five of the BRAGFLO Salado flow model scenarios, S1-BF to
S5-BF, are used to set the initial conditions for the DBR calculations at the time of intrusion. As
described by King (2023), the five BRAGFLO Salado flow scenarios capture the long-term
behavior of the repository under three different conditions: undisturbed (E0); intersected by a
borehole that continues down to a hypothetical pressurized brine reservoir below the repository
(E1); and intersected by a borehole that does not intersect pressurized regions below the repository
(E2). DBR calculations map the resulting BRAGFLO pressure and saturation conditions at a suite
of intrusion times onto the DBR model grid and simulate flow to the intrusion. The scenarios and
intrusion times used for the RPPCR, presented in Table 3-3, are the same as those used for the
CRA-2019 PA. Note that the addition of the O intrusion location in the RPPCR results in a total
of 104 combinations, or DBR simulations, for each parameter vector. In the CRA-2019, with only
L, M, and U Intrusion locations, there were 78 DBR simulations per parameter vector.
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Table 3-3. DBR Scenarios (Docherty and King 2023)
Scenario
Description
S1-DBR Initially undisturbed repository (E0 conditions). Intrusion at the L, M, U, or O
location at 100; 350; 1,000; 3,000; 5,000; or 10,000 years: 24 combinations.
S2-DBR Initial E1 intrusion at 350 years followed by a second intrusion at the L, M, U, or
O location at 550; 750; 2,000; 4,000; or 10,000 years: 20 combinations.
S3-DBR Initial E1 intrusion at 1,000 years followed by a second intrusion at the L, M, U,
or O location at 1,200; 1,400; 3,000; 5,000; or 10,000 years: 20 combinations.
S4-DBR Initial E2 intrusion at 350 years followed by a second intrusion at the L, M, U, or
O location at 550; 750; 2,000; 4,000; or 10,000 years: 20 combinations.
S5-DBR Initial E2 intrusion at 1,000 years followed by a second intrusion at the L, M, U,
or O location at 1,200; 1,400; 3,000; 5,000; or 10,000 years: 20 combinations.
3.6 Mobilized Radionuclide Concentrations
The code PANEL simulates the radionuclide inventory in the repository waste panels over the
10,000-year regulatory period, both as the radionuclides decay and as they are mobilized in brine.
To reduce computational cost, decay chains have been abridged where intermediate radionuclides
with short half-lives (i.e., less than 2 years) are excluded. The abridged decay chains were
formulated to include radionuclides deemed potentially significant to releases based on criteria set
forth in the CCA Appendix WCA (U.S. DOE 1996, pg. WCA-23). The abridged decay chains are
shown in Figure 2-1 of Kim (2023). PANEL models the decay and ingrowth of 30 radionuclides
subject to the abridged decay chains..
The RPPCR analysis employs the WIPP thermodynamic database DATA0.FM6, created by
Domski (2023c), to assess the baseline solubilities of actinides with the +III, +IV, and +V
oxidation states. The EPA-specified solubility of 1.0 × 10
-3
M is used for the baseline solubility of
U(VI) in Salado and Castile brines in the RPPCR. The baseline solubilities of actinides with +III
and +V oxidation states are increased in the RPPCR compared to the CRA-2019, while those for
actinides with +IV oxidation state are slightly decreased.
There is no uncertainty modeled in the +V and +VI oxidation state solubilities; the solubility
uncertainty exponent for actinides in the +V and +VI oxidation states has been set to zero for all
realizations (Brush and Garner 2005; U.S. DOE 2019, Appendix GEOCHEM). The sampled
solubility uncertainties of actinides with +III oxidation state, An(III), are shifted to lower values
with narrower distributions in the RPPCR (Figure 4-11 in Kim 2023). Like An(III), the sampled
solubility uncertainties of An(IV) are shifted to lower values with narrower distributions in the
RPPCR (Figure 4-12 in Kim 2023).
Intrinsic and microbial colloidal enhancement parameters are changed in the RPPCR. Changes in
colloidal parameters increase the fractional contribution of microbial colloids for Am(III), Th(IV),
Np(IV), and Np(V), and decrease fractional contributions for Pu(III) and Pu(IV). While microbial
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colloid enhancement parameters are changed for U(IV) and U(VI), microbial colloid contributions
remain a small fraction of U(IV) and U(VI) mobilization.
As discussed in Section 2.2, the likelihood of selecting the Pu(III) oxidation state has decreased
from 0.5 in the CRA-2019 to 0.25 in the RPPCR based on Lucchini and Swanson (2023). This
means that 25% of the realizations in the RPPCR assume the +III state-controlled Pu solubility
and 75% of the realizations assume the +IV state-controlled Pu solubility.
PANEL performs the decay and mass balance calculations on the full set of 30 individual
radionuclides. PANEL also reports concentrations and discharges in terms of 5 “lumped”
radionuclides that represent 10 of the 30 (Table 3-4). PANEL performs this lumping procedure
internally at each time step.
Table 3-4. Lumped and Represented Radionuclides (Kim 2023)
Lumped Radionuclide
Constituent Radionuclides (in Curies)
1, 2
AM241L
241 = 

+ 

/

/

PU239L
239 = 

+ 

+ 

/

/

PU238L
238 = 

U234L
234 = 

+ 

TH230L
230 = 

+ 

1
t
1/2
is the half-life of a constituent radionuclide.
2
Ci represents a radionuclide in curies.
PANEL computes the total mobilization potential for each actinide of interest, both individual and
lumped. Total mobilization potential is the amount of an actinide that could be mobilized either by
dissolving in brine or by associating with mobile colloids. The total mobilization potentials are
constant throughout the course of a simulation for a given model realization (U.S. DOE 2019,
Appendix MASS) but vary between realizations due to the solubility uncertainty factor, oxidation
state of an actinide, and brine source. The total mobilization potentials are used by both PANEL
and NUTS to calculate releases via Salado transport as a function of time.
For the concentration calculations used for the DBRs, PANEL assumes that brine volume in the
waste panels is constant over time and the waste panels behave as a closed system. The PA
consequently runs the code PANEL multiple times with a set of predefined brine volumes. For a
full discussion of the PANEL calculation, see Kim (2023).
3.7 Salado Transport
The codes NUTS and PANEL are used to simulate transport of lumped radionuclides in the Salado
formation. Cumulative radionuclide discharges through the (conceptually combined) shaft and
borehole are assumed to flow into the overlying Culebra member of the Rustler formation. These
cumulative radionuclide discharges versus time results are used by the code CCDFGF to calculate
radionuclide releases reaching the LWB through the Culebra.
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NUTS (used for the undisturbed scenario, E1 intrusion scenario, and E2 intrusion scenario) uses
the same two-dimensional grid as the BRAGFLO code and relies on the BRAGFLO results for the
brine flux fields and other fluid and rock properties. For disturbed scenarios (scenarios S2 – S5),
NUTS utilizes BRAGFLO’s Salado flow field output and a non-sorbing tracer in order to identify
(“screen in”) realizations with potential to transport more than a minimal mass (1.0 × 10
-7
kg) of
radionuclides across defined boundaries. Full NUTS transport simulations for the screened-in
vectors then calculate cumulative radionuclide discharges. Cumulative discharges are tabulated at
the intersection of the borehole and the Culebra formation. PANEL (used for the E1E2 intrusion
scenario) performs a mass balance calculation over a fixed number of waste panels, and similarly
relies on the BRAGFLO results for brine volume and brine discharge inputs. For a full description
of the Salado transport calculation used in the RPPCR, see Kim (2023).
3.8 Flow and Transport in the Culebra
Culebra radionuclide transport calculations are performed for three replicates of 100 vectors each
for two potash mining scenarios (600 unique flow fields) and four mass release locations (2,400
total transport simulations). In each simulation, Culebra transport simulations calculate the
cumulative mass discharge at the WIPP LWB over the 10,000-year regulatory period due to a
discrete source located over waste panel area. The source releases 1 kg for each of the
radionuclides Am-241, U-234, Th-230, and Pu-239, over the first 50 years of the simulation.
Transport of the Th-230 daughter product of U-234 decay is also calculated and tracked as a
separate species.
The five steps in estimating radionuclide transport through the Culebra and changes for the RPPCR
include:
Step 1. Construction of 1,000 base geostatistical realizations of Culebra hydraulic
transmissivity (T), anisotropy, storativity, and recharge fields (collectively referred to as “T-
fields”). The base T-fields documented in Hart et al. (2008) are used in both the CRA-2019
PA and RPPCR.
Step 2. Calibration of the T-fields to observed head and pumping drawdowns. The updates to
the T-field calibrations are described in Section 2.11 and documented in Bowman et al. (2023).
Step 3. Modification of the T-fields to account for potential subsidence due to potash mining
beneath the Culebra. The two mining scenarios include partial mining, which assumes
extraction of all potash reserves outside the LWB, and full mining, which assumes extraction
of all potash reserves both inside and outside the LWB. The mining modification scripts are
updated for the RPPCR to interface with the MODFLOW 6 input files (Bethune 2023).
Step 4. Calculation of steady-state groundwater flow-fields for each mining-modified T-field
using MODFLOW. Groundwater flow simulations are migrated from MODFLOW-2000 to
MODFLOW 6 for the RPPCR (Bethune 2023).
Step 5. Calculation of radionuclide transport through the Culebra to the LWB for each
simulated flow field and release location using SECOTP2D. As described in Section 2.10, the
radionuclide transport calculations are updated with additional mass release locations over the
replacement and additional waste panels of the RPPCR repository layout (Bethune 2023). The
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release points include the centroid of the 10 waste panels used in the CRA-2019 calculations
(CRP1), and three new release points (CRP2 through CRP4) over the proposed additional and
replacement waste panel region.
Analysis of the RPPCR Culebra flow and transport calculations, including a comparison to the
CRA-2019 are provided in Bethune (2023). The output of Step 5 is used by the WIPP software
CCDFGF to calculate potential radionuclide releases through the Culebra to the accessible
environment (see Section 4.8.4 and Brunell and Zeitler 2023).
3.9 Calculation of CCDFs for Releases
The conceptual structure of the CCDFGF calculation in the RPPCR remains the same as for the
CRA-2019. For each member of a sample of uncertain parameters, many 10,000-year futures are
randomly generated. Each future comprises a sequence of simulated drilling intrusions and mining
events. Drilling location, whether a brine pocket is penetrated, and the type of plugging pattern are
randomly determined, and the simulation of many possible realizations, or futures, characterizes
the aleatory uncertainty of the results. For each drilling intrusion, direct releases are tabulated using
output from the other models described in Section 3.0 and, over the course of the entire future,
releases through the Salado and Culebra to the LWB are recorded using output from the Salado
and Culebra transport models. The switch from partial mining to full mining conditions occurs
randomly with a probability of 1% per 100 years. The total of these various releases at the end of
the 10,000-year period yields a datum for total releases; the collection of total release data points,
over all futures, comprises one complementary cumulative distribution function (CCDF) of
releases. The code CCDFGF generates the random futures and constructs the CCDFs. For a full
description of the CCDFGF calculation in the RPPCR, see Brunell and Zeitler (2023). The
following subsections summarize the updates to the CCDFGF approach and methodology
described in Brunell and Zeitler (2023).
3.9.1 Panel Neighboring Assignments
The CRA-2019 classified each pair of waste panels into one of three groups as determined by the
number of panel closures separating the waste panels: same, adjacent, and non-adjacent (Brunell
2019). For the RPPCR, the panel neighbor groups are extended to same, connected, adjacent, and
non-adjacent, which required a change to the CCDFGF code (Brunell 2022). Same panel
connections are used for multiple intrusions into the same panel. Two panels are connected if there
are no intervening panel closures, e.g., Panel 4 and Panel 5 are connected. Two panels are adjacent
if both panels are in the same half of the repository (i.e., both panels are either in the south or in
the west) but are separated by one or more intervening panel closures, e.g., Panel 1 and Panel 5
are adjacent. Two panels are non-adjacent if the panels are in different halves of the repository.
The path between panels is traced through excavated areas only. Table 3-5 summarizes the panel
neighbor scheme and intrusion probabilities for the RPPCR; Table 3-6 shows the same information
for the CRA-2019.
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Table 3-5. Panel Neighbor Relationships for RPPCR (Hansen et al.
2023a)
Intruded Panel
1
Connected Panels
Adjacent Panels
1
-
2 – 10
2
-
1, 3 – 10
3
4, 5, 6, 9
1, 2, 7, 8, 10
4
3, 5, 6, 9
1, 2, 7, 8, 10
5
3, 4, 6, 9
1, 2, 7, 8, 10
6
3, 4, 5, 9
1, 2, 7, 8, 10
7
-
1 – 6, 8, 9, 10
8
-
1 – 7, 9, 10
9
3, 4, 5, 6
1, 2, 7, 8, 10
10
-
1 – 9
11
-
12 – 19
12
-
11, 13 – 19
13
-
11, 12, 14 – 19
14
-
11 – 13, 15 – 19
15
-
11 – 14, 16 – 19
16
-
11 – 15, 17 – 19
17
-
11 – 16, 18, 19
18
-
11 – 17, 19
19
-
11 – 18
1
The intrusion probability of Panel 9 is 0.042, Panel 10 is 0.046,
and all other panels is 0.054.
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Table 3-6. Panel Neighbor Relationships for CRA-2019
Intruded Panel
1
Adjacent Panels
1
10
2
10
3
4, 5, 6, 9, 10
4
3, 5, 6, 9, 10
5
3, 4, 6, 9, 10
6
3, 4, 5, 9, 10
7
10
8
10
9
3, 4, 5, 6, 10
10
1, 2, 3, 4, 5, 6, 7, 8, 9
1
The intrusion probability of Panel 9 is 0.079,
Panel 10 is 0.086
, and all other panels is
0.104.
3.9.2 Method for Determining Confidence Intervals
Two methods have been used in WIPP PA to calculate the confidence interval for the mean CCDF
of total releases. The first method uses the mean CCDF of each replicate as an estimate of true
mean, and a t-distribution using the number of replicates minus one as the degrees of freedom to
place the confidence interval (Helton et al. 1998, Section 6.4). The second method used in more
recent PA calculations, including the CRA-2019, uses all vector CCDFs from all replicates and
the t-distribution with the number of total vectors minus one as the degrees of freedom.
The second calculation has an underlying assumption that the vector CCDFs are normally
distributed about the (unknown) population mean. Because of this assumption, the first method for
calculating the confidence interval using the replicate means is deemed more appropriate and is
used in the RPPCR. To provide a direct comparison between analyses, the confidence intervals for
the mean total releases presented in Section 4.8 and Section 4.9 for both the CRA-2019 PA and
the RPPCR are calculated using the first method. This calculation is described in detail in Brunell
and Zeitler (2023).
3.10 Run Control
The WIPP PA codes have been migrated to the WIPP PA HPC/Linux Cluster, which consists of
the login node FWM and 24 Dell PowerEdge C6420 compute nodes running CentOS 7 (Long
2020; Long and King 2022). A full description of the run control for the RPPCR analysis, including
names and locations of input and output files, can be found in Long (2023).
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Input files were prepared by individual analysts and the run control coordinator prepared the run
scripts. The RPPCR was performed using qualified code versions on the WIPP PA Linux cluster
(Table 3-7). As described in AP-204 (Hansen et al. 2023a), the DRSPALL and MERGESPALL
codes were not run for the RPPCR; instead, results from a previous analysis were used as input
(Kirchner et al. 2014; Kirchner et al. 2015).
The WIPP PA Parameter Database (PAPDB), ParamDB, is used as the source for parameter
values. The results of the LHS sampling and CCDFGF release calculations were written to the
WIPP PA Results Database PA_Results. Parameter specifications and sampled values can be
found in Kim and Feng (2023). Input and output files for the RPPCR analysis are archived in the
WIPP CVS repository $CVSLIB/WIPP_ANALYSES/RPPCR.
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Table 3-7. WIPP PA Codes Used for the RPPCR (Long 2023)
Code
Version
Executable
1
Build Date
ALGEBRACDB
2.37
algebracdb
8/17/20
BRAGFLO
7.01
bragflo
9/17/20
CCDFGF
8.01
ccdfgf
7/28/22
CCDFVECTORSTATS
1.02
ccdfvectorstats
8/19/20
CUTTINGS_S
6.04
cuttings_s
11/13/20
DTRKMF
1.02
dtrkmf
1/13/21
EPAUNI
1.20
epauni
8/19/20
GENMESH
6.11
genmesh
8/20/20
GROPECDB
2.14
gropecdb
6/16/20
ICSET
2.24
icset
8/20/20
LHS
3.00
lhs
11/1/21
MATSET
9.25
matset
9/8/20
MODFLOW6
6.2.2
modflow6
5/16/22
NUTS
2.08
nuts
11/16/21
PANEL
5.02
panel
8/16/22
POSTBRAG
4.03
postbrag
9/8/20
POSTLHS
4.12
postlhs
9/17/20
POSTSECOTP2D
1.06
postsecotp2d
8/17/20
PREBRAG
9.01
prebrag
8/20/20
PRECCDFGF
3.01
preccdfgf
7/28/22
PRELHS
2.46
prelhs
8/29/22
PRESECOTP2D
1.25
presecotp2d
1/25/23
RELATE
1.46
relate
8/20/20
SCREEN_NUTS
1.03
screen_nuts
8/19/20
SECOTP2D
1.44
secotp2d
8/20/20
STEPWISE
2.23
stepwise
10/28/20
SUMMARIZE
3.03
summarize
8/17/20
1
Executables are located in $CVSLIB/WIPP_CODES/PA_CODES/CODE/Build/Linux
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4.0 RESULTS
This section summarizes the RPPCR process model results and release calculations detailed in
each of the analysis reports (Bethune 2023; Brunell and Zeitler 2023; Docherty and King 2023;
Kicker 2023a; Kicker 2023b; Kim 2023; King 2023). The PA process model results are shown for
the inventory, repository conditions, direct release mechanisms, and subsurface transport
mechanisms. Results of PA process models are primarily compared to the CRA-2019 PA, and
selectively to the APPA. Finally, CCDFs of cumulative releases for each release mechanism, total
releases, and the sensitivity analysis for the total releases are discussed. Release calculations are
compared to the CRA-2019 PA, APPA, and EPA’s CRA-2019_COMB analysis (U.S. EPA
2022a).
4.1 Inventory
This section summarizes the inventory analysis detailed in Kicker (2023a) and Kicker (2023b) for
the RPPCR. The half-lives of important radionuclides in the WIPP inventory are listed in Table
4-1.
Table 4-1. Half-lives of important WIPP Radionuclides
Radionuclide
Half-life (y)
1
Am-241
432.7
Cm-244
18.1
Cs-137
30.07
Pu-238
87.7
Pu-239
24,100
Pu-240
6,560
Pu-241
14.29
Sr-90
28.8
U-233
159,200
U-234
246,000
1
International Commission on Radiological Protection (ICRP 2008,
Table A.1).
4.1.1 Total Waste Volume
The individual waste stream volumes of TRU waste shown in Table 4-2 (scaled to a full repository)
illustrate which waste streams are the primary contributors to total waste volume in the RPPCR
inventory. Table 4-2 shows that in the RPPCR inventory, 10 wastes streams (out of a total of 591
waste streams) contribute approximately 54% of the waste volume. The top two RPPCR waste
streams by volume, SR-CH-PP and RL200-02, provide 27.11% of the total RPPCR volume.
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Table 4-2. WIPP CH- and RH-TRU Waste Streams by Total Scaled
Volume from RPPCR Inventory (Kicker 2023b)
Rank
Order
Waste Stream ID
Stream
Type
Volume
(m
3
)
% of Total
Cumulative %
1
SR-CH-PP
CH
3.57E+04
20.33%
20.33%
2
RL200-02
CH
1.19E+04
6.78%
27.11%
3
WP-BN510
CH
9.63E+03
5.48%
32.60%
4
LA-MHD01-Pits
CH
7.74E+03
4.41%
37.00%
5
LA-MHD01.001
CH
6.94E+03
3.95%
40.96%
6
RLPFP-01
CH
6.34E+03
3.61%
44.57%
7
WP-ID-SDA-SLUD
CH
5.19E+03
2.96%
47.52%
8
WP-RF029.01
CH
4.31E+03
2.45%
49.98%
9
WP-BNINW216
CH
3.47E+03
1.98%
51.96%
10
WP-BN510.1
CH
3.42E+03
1.95%
53.90%
591
WP-LA-OS-00-04
CH
2.69E-03
0.00%
100.00%
Total:
175,574
100.00%
4.1.2 Inventory by EPA Units
The waste stream inventory in EPA units in Table 4-3 illustrates which waste streams are the
primary contributors to the total number of EPA units. The table identifies the 10 waste streams
that comprise about 83% of the total inventory in EPA units at closure. The top two waste streams,
SR-KAC-PuOx and SR-CH-PP, respectively provide 41.36% and 21.51% of the total EPA units
at closure in the waste inventory. Waste stream SR-KAC-PuOx has the highest activity with a total
of 2.48E+06 Ci, which includes 1.15+06 Ci of
239
Pu, 6.84E+05 Ci of
241
Am, 3.87E+05 Ci of
240
Pu,
1.59E+05 Ci of
241
Pu, and 9.67E+04 Ci of
238
Pu (Van Soest 2022, Table 5-1).
The total number of EPA units in the RPPCR waste inventory at the closure year of 2083 is 10,025
(Table 4-3). As discussed in Kicker (2023b), the conversion of activity in Ci to EPA units is a
function of the WUF and the EPA release limit.
By 10,000 years post-closure, the total number of EPA units in the RPPCR inventory decreases to
3,344 (Table 4-4). The top two waste streams at 10,000 years are still SR-KAC-PuOx and SR-CH-
PP, providing 73.12% of the total EPA units. Ten waste streams account for approximately 87%
of the repository activity at the end of the regulatory time period.
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Table 4-3. WIPP CH- and RH-TRU Waste Streams by Total EPA Units
(calendar year 2083) from RPPCR Inventory (Kicker 2023b)
Rank
Order
Waste Stream ID
Stream
Type
EPA Units % of Total Cumulative %
1
SR-KAC-PuOx
CH
4.15E+03
41.36%
41.36%
2
SR-CH-PP
CH
2.16E+03
21.51%
62.87%
3
LA-MHD01.001
CH
5.60E+02
5.58%
68.45%
4
LA-MHD01-Pits
CH
3.00E+02
2.99%
71.44%
5
WP-LA-MHD01.00
CH
2.79E+02
2.79%
74.23%
6
WP-RF009.01
CH
2.36E+02
2.36%
76.59%
7
WP-RF118.01
CH
1.86E+02
1.86%
78.44%
8
WP-SR-W027-221
CH
1.68E+02
1.68%
80.12%
9
WP-SR-MD-PAD1
CH
1.17E+02
1.17%
81.29%
10
WP-INW216.001
CH
9.79E+01
0.98%
82.27%
591
WA-LA-MHD08.00
CH
2.25E-08
0.00%
100.00%
Total:
10,025
100.00%
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Table 4-4. WIPP CH- and RH-TRU Waste Streams by Total EPA Units
(calendar year 12083) from RPPCR Inventory (Kicker 2023b)
Rank
Order
Waste Stream ID
Stream
Type
EPA Units % of Total Cumulative %
1
SR-KAC-PuOx
CH
1.78E+03
53.29%
53.29%
2
SR-CH-PP
CH
6.63E+02
19.83%
73.12%
3
WP-RF118.01
CH
1.00E+02
3.00%
76.12%
4
WP-RF009.01
CH
8.20E+01
2.45%
78.57%
5
LA-MHD01.001
CH
8.13E+01
2.43%
81.00%
6
LA-MHD01-Pits
CH
8.13E+01
2.43%
83.43%
7
WP-LA-MHD01.00
CH
7.81E+01
2.34%
85.77%
8
WP-BN510
CH
2.01E+01
0.60%
86.37%
9
WP-RF003.01
CH
1.89E+01
0.57%
86.93%
10
LL-M001
CH
1.68E+01
0.50%
87.44%
591
ND-T002
CH
6.76E-10
0.00%
100.00%
Total:
3,344
100.00%
4.1.3 Waste Stream Activity Concentration
The EPAUNI code calculates the activity concentration for each waste stream. The activity
concentrations for the top 10 contributing RPPCR waste streams at closure are provided in Table
4-5. Waste stream concentrations are used in cuttings and cavings release calculations (Section
4.8.1). In those calculations, waste streams are randomly selected based on waste type (contact-
handled [CH] or remote-handled [RH]); within each waste type a waste stream's intersection
probability is equal to the waste stream's fraction of total waste type volume. In Figure 4-1, the
probability of intersecting any waste stream is calculated on the waste stream volume fraction. The
RPPCR activity concentrations in an intersected waste stream are compared to the CRA-2019
concentrations as shown in Figure 4-1.
At 10,000 years post-closure, while the concentration of EPA units has decreased due to decay
(see Figure 4-2 and Table 4-6), the CCDFs of the RPPCR and CRA-2019 activity concentrations
remain similar. Comparing Figure 4-1 and Figure 4-2, the two curves shifting left in Figure 4-2
relative to Figure 4-1 is the impact of inventory decay. The subtle increase in the RPPCR curve
relative to the CRA-2019 curve from Figure 4-1 to Figure 4-2 is an indication that inventory
decay is less impactful in the RPPCR due to the inventory having a larger fraction of long half-
life radionuclides.
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Figure 4-1. CCDFs for Waste Stream Concentration in an Intersected
Waste Stream, EPA Units per m
3
at Closure (Calendar Year 2083) from
Figure 1 of Kicker (2023b)
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Table 4-5. WIPP CH- and RH-TRU Waste Streams Ordered by
Concentration at Closure (Calendar Year 2083) from RPPCR Inventory
(Kicker 2023b)
Rank
Order
Waste Stream
ID
Stream
Type
Volume
(m
3
)
EPA
Units per
m
3
Fraction
of
Stream
Type
Volume
Overall
Intersection
Probability
Cumulative
Probability
1 WA-LA-OS-
00-01
CH 1.14E-02 1.00E+01 6.77E-08 6.31E-08 6.31E-08
2 OR-OXIDE-
CH-HE
CH 6.48E-01 8.86E+00 3.85E-06 3.59E-06 3.65E-06
3
SR-KAC-PuOx
CH
9.29E+02
4.46E+00
5.51E-03
5.14E-03
5.14E-03
4 WP-LA-OS-00-
01
CH 2.12E+01 2.04E+00 1.26E-04 1.17E-04 5.26E-03
5 WP-LA-OS-00-
04
CH 2.69E-03 1.60E+00 1.60E-08 1.49E-08 5.26E-03
6 LA-OS-00-
01.00
CH 2.22E+01 1.47E+00 1.32E-04 1.23E-04 5.38E-03
7
WP-RF005.02
CH
1.84E+01
9.31E-01
1.09E-04
1.02E-04
5.49E-03
8 WP-
RLHMOX.001
CH 4.55E+01 8.76E-01 2.70E-04 2.52E-04 5.74E-03
9 SR-RH-
235F.01
RH 1.05E+00 8.23E-01 1.48E-04 1.01E-05 5.75E-03
10 SR-RH-
MNDPAD1.
RH 2.94E+00 8.18E-01 4.16E-04 2.82E-05 5.78E-03
591 WA-LA-
MHD08.00
CH 4.88E-02 4.61E-07 2.90E-07 2.70E-07 1.00E+00
Total:
175,574
5.76E+01
2.00E+00
1.00E+00
NOTES: 1. Total CH stream type volume = 168,502 m
3
; total RH stream type volume = 7,072 m
3
.
2. CH area = 216,952 m
2
; RH area = 15,760 m
2
; CH stream type area probability = 0.932; RH stream
type area probability = 0.068; stream type probability = waste stream volume/total stream type volume;
overall probability = stream type probability × stream type area probability.
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Figure 4-2. CCDFs for Waste Stream Concentration in an Intersected
Waste Stream at 10,000 Years after Closure (Calendar Year 12083)
(Kicker 2023b)
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Table 4-6. WIPP CH- and RH-TRU Waste Streams Ordered by
Concentration at 10,000 Years after Closure (Calendar Year 12083)
from RPPCR Inventory (Kicker 2023b)
Rank
Order
Waste Stream ID
Stream
Type
Volume
(m
3
)
EPA
Units per
m
3
Fraction
of Stream
Type
Volume
Overall
Intersection
Probability
Cumulative
Probability
1
SR-KAC-PuOx
CH
9.29E+02
1.92E+00
5.51E-03
5.14E-03
5.14E-03
2 OR-OXIDE-CH-
HE
CH 6.48E-01 9.89E-01 3.85E-06 3.59E-06 5.14E-03
3
WP-LA-OS-00-04
CH
2.69E-03
9.34E-01
1.60E-08
1.49E-08
5.14E-03
4 WP-
RLRFETS.001
CH 1.50E+01 3.66E-01 8.90E-05 8.30E-05 5.23E-03
5
LA-OS-00-01.00
CH
2.22E+01
3.26E-01
1.32E-04
1.23E-04
5.35E-03
6
WP-RF118.01
CH
3.37E+02
2.97E-01
2.00E-03
1.86E-03
7.21E-03
7 WP-
RLHMOX.001
CH 4.55E+01 2.81E-01 2.70E-04 2.52E-04 7.47E-03
8
WP-RF128.01
CH
4.65E+01
2.72E-01
2.76E-04
2.57E-04
7.72E-03
9
WP-RF121.01
CH
1.08E+01
2.71E-01
6.41E-05
5.98E-05
7.78E-03
10 WP-
RLMSSC.001
CH 1.52E+01 2.70E-01 9.02E-05 8.41E-05 7.87E-03
591
ND-T002
CH
1.68E+00
4.03E-10
9.97E-06
9.29E-06
1.00E+00
Total:
175,574
1.27E+01
2.00E+00
1.00E+00
NOTES:
Total CH stream type volume = 168,502 m
3
; total RH stream type volume = 7,072 m
3
. See Note 2 in
Table 4-5 for probability definitions.
4.1.4 Total Radionuclide Activity
Figure 4-3 compares the total activity in both EPA units and curies as a function of time for the
CH and RH waste inventories. RH waste provides a minimal contribution in terms of either EPA
units or curies. The higher activities over time for the RPPCR compared to the CRA-2019 can be
attributed to increased inventory of
239
Pu, which has a relatively long half-life. Figure 4-4
compares the overall activity concentration as a function of time for the RPPCR and CRA-2019
waste inventories. Overall activity concentration is determined as the total EPA units for all waste
streams divided by the total volume of the waste. As seen in Figure 4-4, RH waste provides a small
fraction of the overall activity concentration. The CH overall activity concentration at closure in
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both the RPPCR and CRA-2019 is approximately 0.059 EPA units/m
3
. Inventory activity decays
less in the RPPCR such that activity concentration for RPPCR CH waste remains higher over time
compared to CRA-2019. The increased
239
Pu inventory increases direct solids releases for RPPCR
calculations.
Figure 4-3.Total Activity in EPA Units (top) and Curies (bottom) for
WIPP CH- and RH-TRU Waste from Closure to 10,000 Years After
Closure (Kicker 2023b)
1
10
100
1,000
10,000
0 2000 4000 6000 8000 10000
EPA Units
Years Past Closure
CRA19 CH
CRA19 RH
RPPCR CH
RPPCR RH
1
100
10,000
1,000,000
0 2000 4000 6000 8000 10000
Total Activity (Ci)
Years Past Closure
CRA19 CH
CRA19 RH
RPPCR CH
RPPCR RH
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Figure 4-4. Overall Activity Concentrations in WIPP CH- and RH-TRU
Waste from Closure to 10,000 Years After Closure (Kicker 2023b)
The highest activity isotopes in the WIPP waste are shown in Table 4-7 at closure and at 10,000
years post-closure. Figure 4-5 shows the total activity (in EPA units and Ci) as a function of time,
along with the highest activity radionuclides that contribute to the overall total. The initial activity
of the inventory is dominated by
241
Am,
238
Pu,
239
Pu, and
240
Pu (Figure 4-5). The
241
Am and
238
Pu
inventories decay rapidly. The total activity of the inventory is dominated at later times (> 2,000
years) by mainly
239
Pu with a smaller contribution from
240
Pu. The radionuclides
244
Cm,
137
Cs,
241
Pu,
90
Sr,
233
U, and
234
U do not appreciably contribute to the total activity at any time throughout
the 10,000-year regulatory period. The increase in
239
Pu in the RPPCR results in a higher total
activity, as shown in Figure 4-3.
0.001
0.01
0 2000 4000
6000 8000
10000
Overall Activity Concentration
(EPA Units/m
3
)
Years Past Closure
CRA19 CH
CRA19 RH
RPPCR CH
RPPCR RH
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Table 4-7. Highest Activity Isotopes in WIPP CH- and RH-TRU Waste at Closure and After 10,000
Years (Kicker 2023b)
Radionuclide Half-life (y)
RPPCR Inventory
CRA-2019 Inventory
Activity at Closure
Activity after 10,000
Years
Activity at Closure
Activity after 10,000
Years
Ci EPA
Units
Ci EPA
Units
Ci EPA
Units
Ci EPA
Units
Am-241
432.7
1.42E+06
2.55E+03
1.56E-01
2.79E-04
1.14E+06
3.46E+03
1.31E-01
3.97E-04
Cm-244
18.1
9.85E+03
0.00E+00
3.94E+04
0.00E+00
Cs-137
30.07
9.20E+04
1.65E+01
0.00E+00
0.00E+00
2.51E+05
7.60E+01
0.00E+00
0.00E+00
Pu-238
87.7
1.30E+06
2.32E+03
6.41E-29
1.15E-31
9.65E+05
2.92E+03
4.76E-29
1.44E-31
Pu-239
24,100
2.17E+06
3.88E+03
1.63E+06
2.91E+03
8.74E+05
2.65E+03
6.56E+05
1.99E+03
Pu-240
6,560
6.93E+05
1.24E+03
2.40E+05
4.29E+02
3.19E+05
9.67E+02
1.11E+05
3.35E+02
Pu-241
14.29
4.38E+05
0.00E+00
1.87E+06
0.00E+00
Sr-90
28.8
6.19E+04
1.11E+01
0.00E+00
0.00E+00
1.97E+05
5.96E+01
0.00E+00
0.00E+00
U-233
159,200
5.30E+02
9.49E-01
5.08E+02
9.08E-01
1.27E+02
3.85E-01
1.22E+02
3.69E-01
U-234
246,000
6.78E+02
1.21E+00
1.11E+03
1.99E+00
4.86E+02
1.47E+00
8.09E+02
2.45E+00
Total
6.19E+06
1.00E+04
1.87E+06
3.34E+03
5.66E+06
1.01E+04
7.67E+05
2.32E+03
NOTE: Half-life taken from ICRP (2008). EPA units are calculated for each radionuclide based on EPAUNI output activity (Ci), radionuclide release limits
(Kicker 2023c), and the waste unit factor (Kicker 2023c). CRA-2019 results are provided by Kicker (2019).
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Figure 4-5. Total Activity in EPA Units (top) and Curies (bottom) for
Dominant Isotopes in WIPP CH and RH-TRU Waste from Closure to
10,000 Years (Kicker 2023b)
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4.2 Salado Flow
Repository conditions influencing releases are summarized and compared with corresponding
results from the CRA-2019. These conditions include pressures and brine saturations within the
waste areas of the repository. Only differences in the mean results are shown and discussed here.
King (2023) explores more differences in the overall distribution of results.
Brine saturations through time are shown in Figure 4-6. Brine saturations increase at early times
due to the inflow of brine from the DRZ and marker beds. At late times, brine saturations slowly
decrease due to the gas generation and brine consumption reactions. In scenarios with a Castile
brine reservoir intrusion, a rapid increase in brine saturations can be seen at the time of the
intrusion. Brine saturations have increased in scenarios without an E1 intrusion and decreased in
scenarios with an E1 intrusion (Figure 4-6). The new porosity surface, increased gas generation,
and the updated long-term borehole permeability are seen as the largest drivers for the changes in
brine saturation.
Pressures through time are shown in Figure 4-7. Pressures increase rapidly at early times due to
the creep closure of the salt. Gas generation provides a slower, more consistent source for pressure
increases at later times. Scenarios with Castile brine intrusions have a rapid pressure increase at
the time of intrusion. Mean and median pressures increased in the RPPCR over the CRA-2019
values (Figure 4-7). Maximum pressures decreased. The new porosity surface, increased gas
generation, and the updated long-term borehole permeability are the major drivers for the changes
to the pressure results.
The increase in the RPPCR inventory (in terms of mass of iron, mass of CPR, and activity of the
waste) have increased the moles of gas generated and brine consumed in cases without an E1
intrusion. The decrease in brine saturations have decreased the moles of gas generated and brine
consumed in cases with an E1 intrusion (Figure 4-8). In the RPPCR 92% of BRAGFLO
simulations have more than 10% of the initial iron in the repository remaining at 10,000 years, this
has decreased from the 98% of simulations in the CRA-2019 (Table 4-8).
Brine flows up the borehole, toward the Culebra, have decreased significantly with the decrease
in long-term borehole permeability (Figure 4-9). The updated porosity surface discussed in Section
2.7 has resulted in a decrease in mean waste area porosities (Figure 4-10). The decrease in porosity,
and therefore pore volume, has had a significant impact on brine pressures and saturations. The
increased excavated volume and new panels is not a major driver for any of the differences in the
repository behavior shown in the Salado flow results. See King (2023) for a full discussion of the
Salado flow model and results.
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Figure 4-6. Mean Brine Saturation in the Waste Panel (King 2023)
Figure 4-7. Mean Brine Pressure in the Waste Panel (King 2023)
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Figure 4-8. Mean Cumulative Total Gas Generation (King 2023)
Figure 4-9. Mean Cumulative Brine Flow up the Borehole (King 2023)
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Figure 4-10. Mean Waste Panel Porosity (King 2023)
Table 4-8. Fraction of Realizations with more than 10% of Initial Iron
Remaining Uncorroded After 10,000 Years (King 2023)
Scenario
Representative Waste
Panel
Total Waste Area
CRA19
RPPCR
CRA19
RPPCR
S1-BF 91% 80% 98% 92%
S2-BF 15% 44% 98% 92%
S4-BF 79% 81% 98% 92%
S6-BF 32% 66% 98% 92%
4.3 Cuttings, Cavings, and Spallings
The CUTTINGS_S code calculates the quantity of material brought to the surface from a
radioactive waste disposal repository as a consequence of an inadvertent human intrusion through
drilling, either as cuttings and cavings or as spallings releases.
The RPPCR uses CUTTINGS_S version 6.04. CUTTINGS_S calculates an area for cuttings and
cavings and a spallings volume for each combination of replicate, vector, scenario, drilling
location, and intrusion time. A total of 31,200 areas (3 replicates × 100 vectors × 4 drilling
locations × 26 intrusion times) and 31,200 volumes were determined. CUTTINGS_S uses sampled
parameters for waste shear strength and drill string angular velocity, as well as a set of constant
inputs providing waste material, borehole, and drilling mud parameters (Kicker 2023a, Tables 2
and 3).
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4.3.1 Cuttings and Cavings
Cuttings and cavings parameters and results are the same for the RPPCR and the CRA-2019 PA.
The drill bit diameter is specified to be 0.311150 m, which corresponds to a cuttings area of
0.0760 m
2
for all realizations. The variation in cavings area arises primarily from uncertainty in
the shear strength of the waste (parameter BOREHOLE:TAUFAIL). Lower shear strengths tend
to result in larger cavings areas (Figure 4-11). In Figure 4-11, the lowest attainable cuttings and
cavings area is 0.0760 m
2
, which corresponds to a release due only to cuttings (i.e., a release with
zero cavings area). Statistics for cavings area are shown in Table 4-9.
Figure 4-11. Cuttings and Cavings Area as a Function of Waste Shear
Strength for RPPCR (Kicker 2023a)
0
.05
0.10
0.15
0.20
1 10 100
Cuttings and Cavings Area (m
2
)
Waste Shear Strength (Pa)
Replicate 1
Replicate 2
Replicate 3
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Table 4-9. Cavings Area Statistics for the RPPCR and CRA-2019
(Kicker 2023a)
Material
Mean Cavings Area
(m
2
)
Maximum Cavings
Area (m
2
)
Number of Vectors
without Cavings
R1
0.011
0.110
49
R2
0.010
0.107
44
R3
0.011
0.090
49
4.3.2 Spallings
Spallings volumes are calculated based on pressure conditions in the repository waste areas and
are discussed in Section 4.3.2.1. Average CH-TRU waste concentration (activity/volume) is
discussed in Section 4.3.2.2.
4.3.2.1 Spallings Volume
Time-dependent spallings volumes are determined by interpolating the spallings volumes
calculated by DRSPALL to the time-dependent repository pressures calculated by BRAGFLO.
Intrusion scenarios and times used in the calculation of spallings volumes are shown in Table 4-10.
Summary statistics of spallings volumes for each intrusion scenario are shown in Table 4-11 for
all 3 replicates of the RPPCR and the CRA-2019 PA. These statistics are assessed over all
replicates, scenarios, intrusion times, vectors, and drilling locations. As seen in Table 4-11, the
maximum spallings volumes are higher in the RPPCR compared to the CRA-2019 PA, except for
scenario S3-DBR, where they are the same. The likelihood of spallings and the means (of non-
zero) spallings volumes are higher in the RPPCR compared to the CRA-2019 for all intrusion
scenarios.
For the CRA-2019 PA, spallings were calculated for three intrusion locations: 1) the Upper Region
(which corresponds to the North RoR region from BRAGFLO calculations); 2) the Middle Region
(South RoR); and 3) Lower Region (South Waste Panel). The RPPCR adds a fourth intrusion
location: the Other Region (which corresponds to the West RoR region from BRAGFLO
calculations). Spallings by intrusion location are shown in Table 4-12. Spallings releases in each
region are similar, with the highest maximum spallings volumes and highest number of nonzero
spallings volumes occurring in the lower intrusion location.
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Table 4-10. Intrusion Scenarios used in Calculating Direct Brine and
Spallings Releases (Kicker 2023a)
DBR/
Spallings
Scenario
1
BRAGFLO
Scenario for
Initial
Conditions
Previous Intrusion
Type and Time (year)
Subsequent Intrusion Times
(year)
S1-DBR S1-BF None (Undisturbed
Repository)
100, 350, 1000, 3000, 5000, 10000
S2-DBR
S2-BF
E1 intrusion at 350
550, 750, 2000, 4000, 10000
S3-DBR
S3-BF
E1 intrusion at 1,000
1200, 1400, 3000, 5000, 10000
S4-DBR
S4-BF
E2 intrusion at 350
550, 750, 2000, 4000, 10000
S5-DBR
S5-BF
E2 intrusion at 1,000
1200, 1400, 3000, 5000, 10000
1
The Sx-DBR (x=1-5) scenario uses the Sx-
BF scenario results (waste area pressures and saturations) as initial
conditions for a subsequent intrusion at the times given in the last column.
Table 4-11. Summary Spallings Results by Intrusion Scenario (Kicker
2023a)
Scenario
Maximum Volume
(m
3
)
Mean Nonzero
Volume (m
3
)
Number (and Percentage)
of Realizations with
Nonzero Spallings Volume
RPPCR
CRA19
RPPCR
CRA19
RPPCR
CRA19
S1-DBR
12.09
7.47
1.24
0.72
1085 (15.1%)
258 (4.8%)
S2-DBR
12.76
10.23
0.99
0.83
2021 (33.7%)
1254 (27.9%)
S3-DBR
10.23
10.23
0.92
0.68
1988 (33.1%)
1063 (23.6%)
S4-DBR
11.38
7.47
0.98
0.59
951 (15.9%)
105 (2.3%)
S5-DBR
9.97
7.47
1.02
0.56
1217 (20.3%)
135 (3.0%)
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Table 4-12. Summary Spallings Results by Intrusion Location (Kicker
2023a)
Location
Maximum
Volume (m
3
)
Mean Nonzero
Volume (m
3
)
Number (and Percentage)
of Nonzero Volumes
RPPCR
CRA19
RPPCR
CRA19
RPPCR
CRA19
Lower Region
(South Waste Panel)
12.76 10.23 1.01 0.76 2304 (29.5%) 1135 (14.6%)
Middle Region
(South ROR)
12.69 10.23 1.01 0.75 2294 (29.4%) 1128 (14.5%)
Upper Region
(North ROR)
12.59 9.85 1.09 0.71 1688 (21.6%) 552 (7.1%)
Other Region (West
ROR)
10.13 0.86 976 (12.5%)
The cumulative frequency of nonzero spallings volumes for the RPPCR (Replicates 1, 2, and 3) is
shown in Figure 4-12, together with the CRA-2019 PA. Figure 4-12a considers only those
simulations in which nonzero spallings occur, showing higher spallings volumes in the RPPCR
compared to the CRA-2019 at corresponding cumulative frequency levels. Figure 4-12b plots the
cumulative distribution of spallings volume including all simulations. The shift in the cumulative
frequency of occurrence curve for the RPPCR spallings volumes compared to the CRA-2019
(Figure 4-12b) is the result of more simulations with spallings across all intrusion locations.
The new porosity surface has the largest effect on pressure behavior (King 2023, Section 4.2). The
increase in radionuclide and steel inventory will also drive more gas generation leading to
increased pressures. The increased excavated volume of the new panels is not seen as a major
driver for the pressure prediction (Section 4.2), and therefore not a major driver for the increase in
spalling volumes.
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Figure 4-12. Cumulative Frequency of Spallings Volume in the RPPCR
and the CRA-2019 (Kicker 2023a)
4.3.2.2 Spallings Concentration
For spallings releases in PA calculations, concentrations of radionuclides are calculated by the
PRECCDFGF code from EPAUNI output as the volume-weighted average concentration in all
CH-TRU waste streams. Spallings concentration (EPA units/m
3
of waste) throughout the 10,000-
year regulatory period is shown in Figure 4-13. Compared to the CRA-2019 inventory, the RPPCR
inventory shows consistently higher concentrations over time.
Figure 4-13. Spallings Concentration from Closure to 10,000 Years
(Kicker 2023a)
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4.4 Direct Brine Release Volumes
Combined direct brine volume results for all three replicates of the CRA-2019 and the RPPCR are
discussed in this section. Compared to the CRA-2019, the fraction of DBR simulations with non-
zero releases is greater in the RPPCR (Table 4-13). Most releases are, however, small in
magnitude; the number of large magnitude releases in the RPPCR is decreased compared to the
CRA-2019 (Figure 4-14 and Figure 4-15).
Mean, median, and maximum non-zero release volumes are all decreased for the RPPCR (Figure
4-16). Note also that mean, median and maximum release volumes are comparable across the five
intrusion scenarios in the RPPCR (Figure 4-17); in the CRA-2019, scenarios S2-DBR and S3-
DBR dominated these measures. Considering all scenarios, intrusion times, vectors and locations,
the mean volume of brine released in the RPPCR is only about one third of the volume released in
the CRA-2019 (Table 4-13).
For both the CRA-2019 and the RPPCR, the largest fraction of non-zero DBRs, and the mean non-
zero release volume, occur at the L intrusion location; these quantities decrease as the intrusion
location moves to the north, that is, up dip (Table 4-13). Releases from the O intrusion location,
which was not included in the CRA-2019, contribute to RPPCR DBRs; however, O intrusion
releases are less frequent and mean volumes are smaller compared to the L, M and U intrusion
locations in the RPPCR.
As described by King (2023), the RPPCR Salado flow results show an increase in mean and
median brine pressures and, for scenarios without a previous E1 intrusion (i.e., S1-DBR, S4-DBR
and S5-DBR), an increase in brine saturation; these are effects that would tend to increase the
number of non-zero DBRs. King (2023) also points out that maximum brine pressure is reduced
in the RPPCR and, for scenarios with a previous E1 intrusion (i.e., S2-DBR and S3-DBR), there
is a decrease in brine saturation relative to CRA-2019; these are effects that will tend to reduce the
largest DBR volumes.
The updated porosity surface has the largest effect on DBR volumes from the CRA-2019 to the
RPPCR is the updated porosity surface used in the Salado flow calculations to determine pressure
and brine saturation in the waste, which are initial conditions for DBR simulations. The new
porosity surface significantly reduces porosity in the waste compared to the CRA-2019 (King
2023), affecting both initial waste pressure and brine saturation in the RPPCR DBR simulations.
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Table 4-13. DBR Volume Summary (Docherty and King 2023)
Intrusion
Location
Mean Brine Released
(m
3
)
Fraction of Simulations
with Non-Zero Releases
Mean of Non-Zero
Brine Releases
(m
3
)
CRA19
RPPCR
CRA19
RPPCR
CRA19
RPPCR
S1-DBR
0.26
0.58
2.54%
9.58%
10.11
6.03
L
0.70
1.51
5.44%
15.67%
12.87
9.66
M 0.07 0.34 1.17% 7.22% 5.62 4.74
U 0.00 0.34 1.00% 8.89% 0.30 3.88
O - 0.11 - 6.56% - 1.66
S2-DBR
8.29
2.18
47.22%
37.90%
17.55
5.76
L
15.64
5.46
73.53%
74.27%
21.27
7.35
M
9.21
2.56
66.07%
55.40%
13.94
4.61
U
0.00
0.57
2.07%
14.40%
0.15
3.99
O
-
0.14
-
7.53%
-
1.88
S3-DBR
5.23
1.43
40.44%
33.22%
12.94
4.31
L
10.83
3.73
66.60%
66.33%
16.27
5.63
M
4.86
1.18
52.93%
40.60%
9.19
2.9
U
0.00
0.61
1.80%
15.40%
0.22
3.98
O
-
0.2
-
10.53%
-
1.92
S4-DBR
0.07
0.78
1.04%
12.72%
7.14
6.11
L
0.22
1.84
2.27%
19.40%
9.83
9.51
M
0.00
0.66
0.40%
11.67%
0.18
5.65
U
0.00
0.47
0.47%
12.33%
0.01
3.82
O
-
0.14
-
7.47%
-
1.81
S5-DBR
0.12
1.02
1.62%
14.88%
7.70
6.84
L
0.36
2.43
3.60%
22.33%
10.10
10.86
M
0.01
0.81
0.80%
12.87%
1.38
6.27
U 0.00 0.64 0.47% 13.93% 0.01 4.58
O
-
0.2
-
10.40%
-
1.96
All
Scenarios
L
5.37
2.94
29.33%
38.68%
18.29
7.6
M
2.72
1.08
23.38%
24.85%
11.65
4.34
U
0.00
0.52
1.15%
12.83%
0.18
4.06
O
-
0.16
-
8.42%
-
1.86
L, M, and U
2.70
1.51
17.96%
25.45%
15.02
5.94
ALL
2.70
1.17
17.96%
21.20%
15.02
5.54
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Figure 4-14. Release Volume Frequency, All Non-zero Releases
(Docherty and King 2023)
Figure 4-15. Release Volume Frequency, L, M, and U Non-zero
Releases Only (Docherty and King 2023)
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Figure 4-16. Release Volumes, All Non-zero Releases (Docherty and
King 2023)
Figure 4-17: Release Volumes by Scenario, All Non-zero Releases
(Docherty and King 2023)
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4.5 Mobilized Radionuclide Concentrations
Changes in the baseline solubilities, solubility uncertainty distributions, intrinsic and microbial
colloid enhancement parameters, and the likelihood of selecting the Pu(III) oxidation state have
affected total mobilization potentials for actinide elements in the RPPCR (Kim 2023, Section 4.2).
Because the solubilities of lumped radionuclides are calculated with the total mobilization
potential for actinide elements and the fixed (in time) lumped-isotopes-to-element mole fraction
(LSOLDIF) parameters, the impact of these changes can be observed in Figure 4-18. This figure
shows distributions of the solubilities of lumped radionuclides that are used by both PANEL and
NUTS to calculate their transport within the Salado formation. Mean solubilities of AM241L and
TH230L are increased in the RPPCR, while those of PU239L, PU238L, and U234L are decreased.
A decrease in the likelihood of Pu(III) to 0.25 from 0.5 means that more realizations are
represented by Pu(IV), which has lower total mobilization potential for 96% of realizations in the
RPPCR. As the likelihood of selecting the Pu(III) oxidation state decreases, mean total
mobilization potential for Pu is decreased within the same analysis. As such, a decrease in the
likelihood of selecting the Pu(III) oxidation state from 0.5 (in the CRA-2019) to 0.25 (in RPPCR)
decreases the mean total mobilization potential for Pu (Kim 2023, Section 4.2).
The instantaneous concentrations for lumped radionuclides are determined as a function of time
by PANEL. Figure 4-19 shows mean instantaneous concentrations in Castile brine for lumped
radionuclides with the lowest assumed brine volume. Mean instantaneous concentrations for
lumped radionuclides except TH230L are decreased in the RPPCR. AM241L is the dominant
contributor to mean total instantaneous concentration at earlier times, while PU239L is the
dominant contributor at later times. Total radionuclide concentrations in Castile brine for all
realizations are shown in Figure 4-20. Activity from Am-241 is the primary component of total
concentrations early times. A noticeable change in activity concentration occurs as Am-241 decays
and becomes inventory limited. At late times, Pu-239 becomes the primary component of total
activity concentrations.
Figure 4-18. Log10 of the Solubility for the Lumped Radionuclides in
Castile Brine (Kim 2023)
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Figure 4-19. Means Radionuclide Concentrations of Lumped and Total
Actinides in 33,804 m
3
Castile Brine over Time (Kim 2023)
Figure 4-20. Total Activity Concentration in Castile Brine vs Time for 3
Replicates (Kim 2023)
4.6 Salado Transport
Radionuclide transport up an intruding borehole is the primary pathway for radionuclide mass
transport through the Salado. The large decrease in brine discharges through the borehole,
discussed in Section 4.2, greatly reduces the radionuclide mass transport through the Salado.
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Table 4-14 summarizes the number of screened-in vectors for scenarios S2 S5. As discussed in
Section 3.7, screened-in vectors are those with the potential to transport a significant mass of
radionuclides (exceeding the cutoff of 1.0 × 10
–7
kg) and are thus selected to undergo the full
transport simulation. Vectors that are screened in for scenarios S2 – S5 are automatically screened
in for scenario S1, so the number of the screened-in vectors for scenario S1 is not shown in this
table. The number of screened-in vectors in the RPPCR are considerably decreased compared to
the CRA-2019. The updated borehole permeability significantly decreases brine flow up the
borehole (Section 4.2) which decreases radionuclide transport up the borehole. The updated long-
term borehole permeability is considered to be the dominant factor decreasing the number of
vectors exceeding the screening criteria.
Table 4-14. Number of the Screened-in Vectors (Kim 2023)
Scenario
CRA19
RPPCR
R1
R2
R3
Total
R1
R2
R3
Total
S2
67*
69
71
207
25
25
22
72
S3
60*
62
59
181
17
15
19
51
S4
8*
7
7
22
2
2
1
5
S5
8*
7
6
21
1
1
1
3
* Vector 53 in the CRA19 showed that the cumulative tracer release through the Marker Beds to the LWB (but not a borehole to
the Culebra) exceeded 1×10
-7
kg.
Table 4-15 shows that mean cumulative lumped radionuclide discharges to the Culebra are
decreased in the RPPCR by several orders of magnitude compared to the CRA-2019. Mean
cumulative discharges of TOTAL (= AM241L + PU239L + PU238L + U234L + TH230L) lumped
radionuclides through a borehole to the Culebra at 10,000 years for the E1 intrusion scenarios
(scenarios S2 and S3) are decreased in RPPCR by a factor of ~10
4
, for the E2 intrusion scenarios
(scenarios S4 and S5) by a factor of ~10
3
, and for the E1E2 intrusion scenario (scenario S6) by a
factor of ~10
3
.
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Table 4-15. Mean Cumulative Lumped Radionuclides Discharges (in
EPA Units) Through a Borehole to the Culebra at 10,000 Years (Kim
2023)
Analysis Scenario AM241L PU239L PU238L U234L TH230L TOTAL
CRA19
2 5.89E+00 1.54E+00 2.86E-02 9.80E-03 8.23E-04 7.46E+00
3 1.44E+00 8.39E-01 9.56E-05 5.45E-03 5.81E-04 2.28E+00
4 5.08E-02 6.37E-02 7.02E-06 3.93E-04 1.27E-05 1.15E-01
5 2.39E-02 6.08E-02 7.53E-09 3.59E-04 1.10E-05 8.50E-02
6 2.77E+00 5.43E+00 5.53E-08 1.94E-02 8.67E-04 8.22E+00
RPPCR
2 7.48E-04 1.67E-05 3.66E-08 2.80E-06 1.06E-06 7.68E-04
3 2.76E-04 1.26E-05 2.71E-09 2.24E-06 6.64E-07 2.92E-04
4 1.49E-04 1.18E-06 1.69E-09 2.48E-07 6.56E-08 1.50E-04
5 5.89E-05 3.01E-07 1.01E-11 1.82E-07 4.33E-08 5.94E-05
6 3.99E-03 2.69E-05 2.40E-11 3.98E-06 1.23E-06 4.02E-03
4.7 Culebra Flow and Transport
This section presents the Culebra flow and transport results first using particles tracks from a non-
sorbing particle, then using radionuclide transport simulations from a 1 kg source term placed at
the release point. Total discharge of radionuclides across the LWB at the Culebra for random
futures is calculated with the code CCDFGF (see Section 4.8.4) using the radionuclide transport
simulations presented here. Results for Replicate 1 of the RPPCR Culebra flow and transport for
the full and partial mining scenarios and mass release points CRP1, CRP2, CRP3, and CRP4
(Figure 2-4) will be summarized. Results from Replicates 2 and 3 are similar to those from
Replicate 1. Bethune (2023) presents the full set of results and in more detail. CRP1 results are
compared to the CRA-2019. CRP2 through CRP4 are new to the RPPCR.
The WIPP software DTRKMF is used to track non-sorbing particles from the mass release
locations to the LWB in the full mining scenario (Figure 4-21) and partial mining scenario (Figure
4-22). In these figures, subplots show the spatial distribution of the particle tracks for the RPPCR,
with the mining-impacted area shown in gray for reference. The exceedance probability subplots
describe the likelihood of a particle crossing the LWB within the range of observed particle travel
times.
The results show distinct travel behavior of particles released at CRP4 in the full mining scenario,
wherein particles travel west then turn sharply to the south near the western edge of the LWB.
Particles released into CRP4 in the full mining scenario also cross the LWB significantly earlier
than in the other release points and mining scenarios across all probability levels. In contrast,
particles released into CRP1, CRP2, or CRP3 generally travel to the south. For all release points,
in the partial mining particle tracks are more broadly distributed across the east-west direction (i.e.,
not focused by any persistent features across realizations), but are generally oriented toward the
south.
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Figure 4-21. Particle Travel Paths and Travel Time to the LWB
Exceedance Probabilities, Full Mining Scenario (Bethune 2023)
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Figure 4-22. Particle Travel Paths and Resultant Travel Time to the
LWB Exceedance Probabilities, Partial Mining Scenario (Bethune
2023)
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The radionuclide transport simulations account physical processes not modeled int the particle
track simulations. Culebra transport results are summarized into exceedance probability curves of
cumulative mass reaching the LWB by 10,000 years model time for the full mining scenario
(Figure 4-23) and partial mining scenario (Figure 4-24). Results are shown for radionuclides Am-
241, Pu-239, Th-230, and U-234. Consistent with Bethune (2023), the notation Th-23A refers to
Th-230 released that enters the Culebra as Th-230. The notation Th-230 refers to the daughter
product of U-234 which decays inside of the Culebra. Only the Th-23A results are summarized in
this report. The CCDFs are shown on a logarithmic abscissa from 10

to 1 kg. Results below
the plotting limits are not shown on the figures, resulting in some figures displaying few data
points.
Consistent with the particle tracking results, mass released into CRP4 in full mining flow
conditions results in earlier and higher radionuclide discharge to the LWB at all visible probability
levels than for other combinations of mining scenario and release point. Mass discharge of U-234
and Pu-239 is highest and occurs most frequently, while discharge of Am-241 is lowest. Mass
discharge to the LWB in the partial mining scenario is relatively low on average from all displayed
release points and isotopes, though maximum mass discharge is above 0.1 kg in the Pu-239 and
U-234 simulations. The CRA-2019 mass discharge to the LWB is comparable to the RPPCR CRP1
mass discharge result for all isotopes and mining scenarios.
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Figure 4-23. Exceedance Probabilities of Cumulative Mass Discharge
to the LWB by 10,000 Years by Release Point (rows) and Radionuclide
(columns), Full Mining Scenario (Bethune 2023)
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Figure 4-24. Exceedance Probabilities of Cumulative Mass Discharge
to the LWB by 10,000 Years by Release Point (rows) and Radionuclide
(columns), Partial Mining Scenario (Bethune 2023)
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4.8 Releases by Release Mechanism
This section presents releases for each of the four release mechanisms (cuttings and cavings,
spallings, DBRs, and releases from the Culebra) that contribute to total releases, followed by total
releases. In the results that follow, the CCDFs of releases for each release pathway are compared
to results from the CRA-2019 PA. Sensitivities of total releases to uncertain parameters in the
WIPP PA are also summarized. For a full description of CCDFGF results and the sensitivity
analysis for each release mechanism, see Brunell and Zeitler (2023).
4.8.1 Cuttings and Cavings Releases
For each intrusion, cuttings and cavings releases are calculated from the cuttings volume, cavings
volume, and radionuclide concentrations of the waste. Figure 4-25 shows the CCDFs for cuttings
and cavings releases and the mean CCDF for Replicate 1 of the RPPCR. Figure 4-26 compares the
cuttings and cavings volumes for the RPPCR with the CRA-2019 and the APPA.
While the cuttings and cavings results reported in Section 4.3 for individual boreholes in the
RPPCR are unchanged from the CRA-2019, the larger repository footprint and the increased
drilling frequency result in a greater number of boreholes per future in the RPPCR as compared to
the CRA-2019. As a result of the greater number of boreholes, the cuttings and cavings volumes
increased from the CRA-2019 to the RPPCR (Figure 4-26); however, the volumes represented in
Figure 4-26 are excavated volumes rather than waste volumes. The waste volume in cuttings and
cavings releases is computed by multiplying the excavated volume by either the parameter
REFCON:FVW (FVW), which represents the fraction of the repository volume that contains
contact-handled waste, or the parameter REFCON:FVRW (FVRW), which represents the fraction
of the repository volume that contains remote-handled waste. A decrease in either FVW or FVRW
will therefore cause a corresponding decrease in waste release volumes from each intrusion. Figure
4-27 shows the estimated cuttings and cavings waste release volumes for CRA-2019 and RPPCR,
i.e., release volumes scaled by their respective values of FVW (0.385 for CRA-2019 and 0.197 for
RPPCR; see Section 2.4). The effect of reducing the value of FVW is to reduce the waste mass in
the cuttings and caving release volume; on average, the reduction is the same proportion as the
increase in waste area footprint. Therefore, a comparison between Figure 4-26 and Figure 4-27
isolates the impact of the increased repository footprint. Note that the CCDFGF code outputs a
combined volume for releases of CH and RH waste. The combined volume of CH and RH waste
has been scaled by the value of FVW in Figure 4-27 for comparison purposes only.
In contrast to the smoothly decreasing CCDFs for cuttings and cavings releases in the CRA-2019,
the CCDFs for cuttings and cavings in the RPPCR have a shelf-like plateau at a probability of
approximately 0.4 (Figure 4-25). The plateau represents the probability of a future having at least
one drilling intrusion that intersects the SR-KAC-PuOx waste stream which contains a relatively
high activity concentration (Section 4.1.3). The probability of at least one borehole intersecting
the SR-KAC-PuOx waste stream in a future is roughly 38% as calculated by Brunell and Zeitler
(2023).
For the CRA-2019 and the APPA, the per-container volume of waste was calculated based on the
volume of the container measured from the outermost container face. For the RPPCR, the per-
container volume of waste is calculated based on the volume of the container measured from the
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inner container face (Table 1 of Kicker 2023c; NMED 2023). In the CRA-2019 the SR-KAC-
PuOx waste stream had an activity concentration of 324 Ci/m
3
at closure, a single order of
magnitude higher than the average activity concentration of 30 Ci/m
3
. Due to this change in
container volume measurement, in the RPPCR, the SR-KAC-PuOx activity concentration is 2.67
× 10
3
Ci/m
3
at closure, nearly two orders of magnitude greater than the average of 37.0 Ci/m
3
,
meaning the difference in releases between futures with a SR-KAC-PuOx intersection and those
without is more dramatic in the RPPCR than in CRA-2019. Also due to the outer container volume
being used for CRA-2019, the SR-KAC-PuOx waste represents 4% of the total waste volume. This
gives the chance that a future does not include a borehole that intersects the SR-KAC-PuOx waste
stream at roughly 28% in the CRA-2019, compared to 62% in the RPPCR. The combination of
lower activity concentration and higher chance of at least one future with an intrusion intersecting
the waste stream in CRA-2019 led to no observation of a plateau in cuttings and cavings releases
for the CRA-2019 analysis.
Overall, as seen in Figure 4-28, the mean CCDF for cuttings and cavings releases in the RPPCR
has increased at all release levels when compared to the CRA-2019. Cuttings and cavings releases
in the APPA are overall similar to those in the CRA-2019, demonstrating that the additional
repository volume has a minor effect on the cuttings and cavings releases seen in the RPPCR. The
increase in cuttings and cavings is largely due to the increase in drilling frequency.
Figure 4-25. Cuttings and Cavings Releases for Replicate 1 of the
RPPCR
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Figure 4-26. 3-Replicate Mean CCDFs for Cuttings and Cavings
Release Volumes
Figure 4-27. Three-Replicate Mean CCDFs for Waste Volume in
Cuttings and Cavings Release Volumes
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Figure 4-28. Three-Replicate Means for Cuttings and Cavings
Releases with Confidence Limits
4.8.2 Spallings Releases
Spallings releases are calculated from spallings volumes and spallings concentrations. Spallings
volumes from individual intrusions and the likelihood that an intrusion will result in spallings have
both increased compared to CRA-2019 (Section 4.3.2.1) due to an increase in repository pressures
(Section 4.2). Additionally, the increased drilling frequency and consequent increased number of
boreholes in a future contributes to larger total volumes of spallings in the RPPCR (Figure 4-29).
The volumes comprising spallings are scaled by the parameter REFCON:FVW (FVW) in Figure
4-30 to calculate the waste volume in spallings. Overall, the FVW-scaled spallings volumes
increase in comparison to the CRA-2019 volumes (Figure 4-30).
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Figure 4-29. Three-Replicate Mean CCDFs for Spallings Volumes
Figure 4-30. Three-Replicate Mean CCDFs for Waste Volume in
Spallings Volumes
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Figure 4-31 shows the CCDFs for spallings releases and the mean CCDFs for Replicate 1 of the
RPPCR. As discussed in Section 4.3.2.2, the spallings concentrations in the RPPCR are greater
than those seen in the CRA-2019 at all time periods due to an increase in inventory activity. Greater
spallings concentrations combined with larger spallings volumes results in larger releases at all
probabilities as compared with the CRA-2019 and the APPA (Figure 4-32). Spallings releases in
the APPA decreased compared with the CRA-2019 due to a decrease in maximum pressures in the
repository (King 2021a), demonstrating that the additional repository volume does not contribute
to the increased releases due to spallings in the RPPCR. Note that the method of calculating the
confidence interval on the three-replicate means (Section 3.9.2) produces pinch points where the
three replicate means cross, as seen at several points in Figure 4-32 for the RPPCR and APPA.
Figure 4-31. Spallings Releases for Replicate 1 of the RPPCR
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Figure 4-32. Three-Replicate Means for Spallings Releases with
Confidence Limits
4.8.3 Direct Brine Releases
Direct brine releases are calculated from DBR volumes and mobilized actinide concentrations in
brine. Compared to the CRA-2019 PA, mean DBR volumes in the RPPCR are increased at all
probabilities (Figure 4-33). As seen in Figure 4-33, DBR volumes were similar between the APPA
and the CRA-2019 (Brunell et al. 2021). As discussed in Section 4.8.1, the APPA results
effectively isolate the impact of the additional repository volume. Therefore, the increased DBR
volumes seen in the RPPCR are attributable to other factors.
As shown in Table 4-13, the mean DBR volume and the frequency of large magnitude DBR
volumes decreased in the RPPCR compared to the CRA-2019. These changes are both due to a
reduction in maximum brine pressure and, in scenarios with a previous E1 intrusion, a reduction
in brine saturation in the Salado flow model. In contrast, the number of non-zero DBRs and the
frequency of small magnitude DBR volumes increased significantly in the RPPCR compared to
the CRA-2019. This is attributed by Docherty and King (2023) to increases in brine pressures and,
in scenarios without a previous E1 intrusion, an increase in brine saturation. These pressure
changes are largely a result of the updated model for salt creep closure onto the waste utilized in
the Salado flow calculations (Section 4.2).
Mobilization is predominantly limited by solubility (as it was in CRA-2019). Radionuclide
concentrations in brine are decreased overall (Section 4.5) due to the changes in the baseline
solubilities and solubility uncertainty distributions.
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The increased number of DBRs, the reduction in mobilized radionuclides, and the increased
likelihood of smaller DBR volumes from each intrusion culminate in an increased likelihood of
direct brine releases and an increase in the mean direct brine release. Figure 4-35 shows the CCDFs
for direct brine release and the mean CCDF for Replicate 1 of the RPPCR. Overall mean direct
brine releases have increased at all probabilities compared to the CRA-2019 (Figure 4-34).
Figure 4-33. Three-Replicate Mean CCDFs for Direct Brine Volumes
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Figure 4-34. Three-Replicate Means for Direct Brine Releases with
Confidence Limits
Figure 4-35. Direct Brine Releases for Replicate 1 of the RPPCR
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4.8.4 Culebra Releases
The CCDFs of releases from the Culebra at the LWB are calculated via a convolution of the
cumulative radionuclide discharges to the Culebra (Section 4.6) and the results of Culebra
transport calculations with a one kg source term (Section 4.7).
Figure 4-36 shows the individual and the mean CCDFs for radionuclide transport to the Culebra
for Replicate 1 of the RPPCR. Note that radionuclide transport to the Culebra comprises the source
term for releases through the Culebra and is not by itself a part of the total releases used to
determine regulatory compliance. Transport of radionuclides to the Culebra is decreased at all
probabilities in the RPPCR compared to the CRA-2019 and the APPA (Figure 4-37). The slight
increase in the APPA from the CRA-2019 is due to the increased number of boreholes resulting
from the increased area of the repository. The decrease in the RPPCR is due to the updated
distribution for BH_SAND:PRMX_LOG, the logarithm of the permeability of a borehole after
plug failure and degradation of borehole materials described in Gjerapic et al. (2023). Due to this
update, brine flow up the borehole is significantly reduced (Section 4.2).
Figure 4-38 shows the CCDFs for releases from the Culebra and the mean CCDF for Replicate 1
of the RPPCR. Note the extended x-axis in Figure 4-38 in order to show low magnitude releases.
As seen in Figure 4-39 and Figure 4-40, releases from the Culebra are dominated by U234 in both
analyses, but the contribution of Am241 to total releases from the Culebra increased in the RPPCR.
The three-replicate mean release for each Culebra release point for all radionuclides are shown in
Figure 4-41. Overall, mean releases from the Culebra have decreased in the RPPCR analysis for
all probabilities compared to the CRA-2019 and the APPA (Figure 4-42). Since the Culebra
transport calculations are identical for the APPA and the CRA-2019, the increase in releases from
the Culebra seen in the APPA is due to the increase in radionuclide transport to the Culebra.
The mean releases from the Culebra are driven mainly by the release of U234 and Am241 from
CRP4. As discussed in Bethune (2023), the particle travel times in the RPPCR for the full mining
scenario from CRP4 are significantly shorter than from other release points at all probabilities.
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Figure 4-36. Radionuclide Transport to the Culebra for Replicate 1 of
the RPPCR
Figure 4-37. Three-Replicate Means for Radionuclide Transport to the
Culebra with Confidence Limits
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Figure 4-38. Releases from the Culebra for Replicate 1 of the RPPCR
Figure 4-39. Total Releases to and from the Culebra by Radionuclide
for the CRA-2019 (Three-Replicate Means)
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Figure 4-40. Releases to and from the Culebra by Radionuclide for the
RPPCR (Three-Replicate Means)
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Figure 4-41. Radionuclide Releases from the Culebra by Release Point
for the RPPCR (Three-Replicate Means)
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Figure 4-42. Three-Replicate Means for Transport Releases from the
Culebra with Confidence Limits
4.8.5 Total Releases
Individual horsetail plots and the mean CCDF of total releases for Replicate 1 of the RPPCR
analysis are shown in Figure 4-43. Similar to the CRA-2019 and the APPA, mean total releases
for the RPPCR analysis are dominated by cuttings and cavings releases at high probabilities
(Figure 4-44 and Figure 4-45). However, unlike previous analyses where mean total releases at
low probabilities are dominated by DBRs, spallings and direct brine releases contribute equally to
mean total releases at lower probabilities. Figure 4-46 compares mean total release between the
CRA-2019, the APPA, and the RPPCR, while Table 4-16 contains the statistics on the overall
mean for total releases and its lower/upper 95% confidence limits for the CRA-2019, the APPA,
and the RPPCR, calculated using the method described in Section 3.9.2.
Of the updates incorporated in the RPPCR discussed in Section 2.0, the changes in total releases
mainly result from the changes to the borehole permeability, the model for salt creep closure onto
the waste, the inventory, and the increased drilling frequency. The increased repository volume of
the additional and replacement panels results in a decrease in probability of releases at most release
levels, as seen in the APPA results in Figure 4-46. The updated borehole permeability combined
with the updated Culebra transmissivity fields and updated procedure for calculating Culebra
transport result in a significant decrease in releases from the Culebra. Although total releases are
increased in the RPPCR compared to the CRA-2019, the releases displayed in Figure 4-46 and
Table 4-16 are below regulatory release limits. Accordingly, with the proposed replacement and
additional waste panels, the WIPP remains in compliance with the containment requirements of
40 CFR Part 191.
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Figure 4-43. Total Releases for Replicate 1 of the RPPCR
Figure 4-44. 3-Replicate Means for Release Components for the CRA-
2019
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Figure 4-45. Three-Replicate Means for Release Components for the
RPPCR
Figure 4-46. Confidence Limits on the Three-Replicate Mean for Total
Releases
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Table 4-16. Statistics on the Three-Replicate Mean for Total Releases
Probability
Analysis
Mean Total
Release
Lower 95%
CL
Upper 95%
CL
Release
Limit
0.1
CRA-2019
0.0685
0.0636
0.0753
1
APPA
0.0564
0.0515
0.0665
RPPCR
0.2418
0.1990
0.4073
0.001
CRA-2019
0.7505
0.4487
0.9595
10
APPA
0.4540
0.1475
0.5970
RPPCR
1.5541
0.3360
1.8716
4.8.6 Sensitivity Analysis for Total Releases
Stepwise linear multiple rank regression analyses are performed to determine the relative
importance of the sampled parameters in the uncertainty in releases using the code STEPWISE.
Sensitivity analysis results for the RPPCR analysis are compared to the results of the CRA-2019
analysis. The sensitivity analysis identifies parameters which contribute most to the uncertainty in
a model result (Brunell and Zeitler 2023).
In the sensitivity analysis results, the cumulative R
2
value represents the proportion of total
uncertainty explained by the fitted rank regression using the listed variables, starting with the
greatest contributor to the variance. The number of variables used in the regression model is
determined by the stepwise regression procedure (Brunell and Zeitler 2023). Regression analyses
are conducted for each replicate separately, so results for the CRA-2019 and the RPPCR analyses
are therefore compared on a per-replicate basis.
To aid in interpretation and discussion of the results, highlighting indicates parameters with a
change in R
2
greater than 0.05 between the current step and the previous step. While this threshold
of 0.05 is somewhat arbitrary, the highlighted parameters are clearly influential and tend to have a
more consistent ranking. Additionally, the displayed results are truncated after seven steps. For a
full discussion of STEPWISE, see Appendix A of Brunell and Zeitler (2023).
Table 4-17 to Table 4-19 compare the sensitivity of mean total releases (mean of each CCDF) to
uncertain parameters for each replicate of the CRA-2019 and RPPCR analyses.
In the CRA-2019 analysis, SOLMOD3:SOLVAR was the dominant parameter with regard to
controlling variability in total releases for two replicates and BH_SAND:PRMX_LOG for one
replicate, but that is not the case for RPPCR. S_HALITE:POROSITY is the dominant parameter
in each replicate of RPPCR, controlling 27-36 % of the variability (0-3 % for CRA-2019).
The influence of SOLMOD3:SOLVAR has decreased (from 16-23 % to 2-3 %) likely due to
multiple factors including a change in the parameter distribution (Zeitler 2023a), decreased number
of vectors with Pu in the +III state (Kim 2023), and the decreased contribution to total releases of
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DBRs compared to spallings (Section 4.8.5). The parameter distribution has shifted down,
resulting in decreased radionuclide concentrations (Figure 4-19).
The control of variability has decreased for BH_SAND:PRMX_LOG (from 6-17 % to 0-2 %)
likely due to the change in the parameter distribution. This parameter showed decreased control of
variability in spallings (Table 9 of Brunell and Zeitler, 2023), DBR volumes (Table 12 of Brunell
and Zeitler, 2023), and releases to and from the Culebra (Section 4.8.4).
S_HALITE:POROSITY emerges as important for describing the variability in total releases due
to its significant influence on pressure in the waste panel (Tables 17 through 20 of King, 2023)
and its moderate influence on brine saturation in the waste panel (Tables 21 through 24 of King,
2023), and consequently, on spallings and direct brine release volumes. King (2023) explains that
increased halite porosity increases brine availability in the host rock, which correlates with
increased repository pressure, a direct contributor to spallings and DBRs. The updated porosity
surface used in the RPPCR is the primary driver for increased brine saturation in the waste due to
decreased waste pore volume for the new surface.
One of the other most dominant variables for controlling variability in total releases is
BOREHOLE:TAUFAIL, which has maintained approximately the same control from CRA-2019
to RPPCR (from 11-15 % to 6-16 %). It is now the second most dominant variable for total releases
in all three replicates. This variable is the dominant variable for cuttings and cavings releases and
this release pathway has maintained approximately the same contribution to total releases.
CASTILER:PRESSURE (initial brine pore pressure in the Castile) remains one of the top
contributing parameters with 4-8 % (6-9 % for CRA-2019) control across the three replicates. The
GLOBAL:PBRINE parameter has only minor importance in variability in total releases,
controlling 0-5 % (0-7 % for CRA-2019), but only appearing in the analysis results for Replicate
2.
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Table 4-17. Stepwise Ranked Regression Analysis for Mean Total
Releases for Replicate 1 of the CRA-2019 and RPPCR Analyses
CRA-2019 Replicate 1
RPPCR Replicate 1
Step
a
Variable
b, e
R
2 c
SRRC
d
Variable R
2
SRRC
1
SOLMOD3:SOLVAR
0.23
0.51
S_HALITE:POROSITY
0.35
0.57
2
BOREHOLE:TAUFAIL
0.35
-0.35
BOREHOLE:TAUFAIL
0.41
-0.26
3
CASTILER:PRESSURE
0.44
0.31
CASTILER:PRESSURE
0.47
0.25
4
BH_SAND:PRMX_LOG
0.50
-0.27
SOLMOD3:SOLVAR
0.50
0.17
5
STEEL:CORRMCO2
0.53
-0.19
STEEL:CORRMCO2
0.53
-0.19
6
WAS_AREA:PROBDEG
0.56
0.17
WAS_AREA:PROBDEG
0.56
0.16
7
S_HALITE:POROSITY
0.59
0.15
DRZ_1:PRMX_LOG
0.58
0.16
8
SPALLMOD:PARTDIAM
0.60
-0.14
9
S_MB139:PRMX_LOG
0.62
0.14
a
Steps in stepwise regression analysis
b
Variables listed in order of selection
c
Cumulative R
2
value with entry of each variable into regression model
d
Standardized Rank Regression Coefficient
e
Highlighting indicates parameters with a change in R2 greater than 0.05 from the previous step.
Table 4-18. Stepwise Ranked Regression Analysis for Mean Total
Releases for Replicate 2 of the CRA-2019 and RPPCR Analyses
CRA-2019 Replicate 2
RPPCR Replicate 2
Step
a
Variable
b, e
R
2 c
SRRC
d
Variable R
2
SRRC
1
SOLMOD3:SOLVAR
0.23
0.48
S_HALITE:POROSITY
0.36
0.61
2
BOREHOLE:TAUFAIL
0.38
-0.40
BOREHOLE:TAUFAIL
0.43
-0.28
3
CASTILER:PRESSURE
0.47
0.28
CASTILER:PRESSURE
0.51
0.28
4
GLOBAL:PBRINE
0.54
0.28
GLOBAL:PBRINE
0.56
0.22
5
BH_SAND:PRMX_LOG
0.62
-0.27
DRZ_1:PRMX_LOG
0.58
0.17
6
S_HALITE:POROSITY
0.65
0.19
WAS_AREA:BIOGENFC
0.60
0.14
7
SHFTU:SAT_RGAS
0.67
-0.12
SOLMOD3:SOLVAR
0.62
0.14
8
STEEL:CORRMCO2
0.68
-0.12
SPALLMOD:PARTDIAM
0.64
-0.14
9
BH_SAND:PRMX_LOG
0.66
-0.12
a
Steps in stepwise regression analysis
b
Variables listed in order of selection
c
Cumulative R
2
value with entry of each variable into regression model
d
Standardized Rank Regression Coefficient
e
Highlighting indicates parameters with a change in R2 greater than 0.05 from the previous step.
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Table 4-19. Stepwise Ranked Regression Analysis for Mean Total
Releases for Replicate 3 of the CRA-2019 and RPPCR Analyses
CRA-2019 Replicate 3
RPPCR Replicate 3
Step
a
Variable
b, e
R
2 c
SRRC
d
Variable R
2
SRRC
1
BH_SAND:PRMX_LOG
0.17
-0.39
S_HALITE:POROSITY
0.27
0.49
2
SOLMOD3:SOLVAR
0.34
0.39
BOREHOLE:TAUFAIL
0.43
-0.39
3
BOREHOLE:TAUFAIL
0.45
-0.34
SPALLMOD:PARTDIAM
0.51
-0.28
4
GLOBAL:PBRINE
0.53
0.28
CASTILER:PRESSURE
0.55
0.20
5
CASTILER:PRESSURE
0.59
0.24
SOLMOD3:SOLVAR
0.58
0.17
6
DRZ_1:PRMX_LOG
0.62
-0.19
(Composite):MKD_U
0.61
-0.18
7
SPALLMOD:PARTDIAM
0.64
-0.17
WAS_AREA:SAT_WICK
0.64
0.17
8
CASTILER:COMP_RCK
0.67
0.13
DRZ_PCS:PRMX_LOG
0.66
-0.14
9
S_HALITE:PRESSURE
0.69
-0.14
10
CULEBRA:MINP_FAC
0.70
0.13
11
S_MB139:RELP_MOD
0.72
-0.15
12
WAS_AREA:SAT_RBRN
0.74
-0.13
a
Steps in stepwise regression analysis
b
Variables listed in order of selection
c
Cumulative R
2
value with entry of each variable into regression model
d
Standardized Rank Regression Coefficient
e
Highlighting indicates parameters with a change in R2 greater than 0.05 from the previous step.
4.9 Comparison to EPA analysis
During the review of the 2019 Compliance Recertification Application (CRA-2019), the EPA
conducted a series of PA calculations investigating alternative models and parameters, culminating
in an analysis combining multiple alternatives. This combined analysis was named
CRA19_COMB (U.S. EPA 2022a). The alternatives considered in the CRA19_COMB analysis
include:
A different borehole plugging pattern methodology.
Revised actinide baseline solubility parameters.
Revised colloidal enhancement parameters.
Revised actinide oxidation state parameters.
The borehole plugging pattern probabilities used in the CRA-2019, CRA19_COMB, and RPPCR
are shown in Table 4-20. The CRA19_COMB analysis used wells in the New Mexico portion of
the Delaware Basin to derive the plugging pattern probabilities (U.S. EPA 2022a). As discussed
in Section 2.12, the CRA-2019 used the wells in the designated potash area and the RPPCR uses
wells in the nine-township area to derive wellbore plugging pattern probabilities.
The colloid enhancement parameters that differ between the CRA-2019, CRA19_COMB, and
RPPCR are shown in Table 4-21. For the RPPCR, Lucchini and Swanson (2023) accepted the EPA
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recommended values for the Am and Th concentrations associated with intrinsic colloids
(AM/TH:CONCINT). Lucchini and Swanson (2023) further recommended updates to the
microbial colloid enhancement parameters for use in the RPPCR.
Baseline solubilities used in the CRA-2019, CRA19_COMB, and RPPCR are presented in Table
4-22. Baseline solubilities for radionuclides in the +III oxidation state are greater in the RPPCR
than the CRA19_COMB. Baseline solubilities for radionuclides in the +IV oxidation state are less
in the RPPCR than the CRA19_COMB. Baseline solubilities for radionuclides in the +V oxidation
state are slightly greater or slightly less between the RPPCR and CRA19_COMB depending on
the brine type and brine volume. As discussed in Section 2.2, updates to the oxidation state model
and solubility uncertainty distributions are made in the RPPCR, which also impact radionuclide
solubilities beyond the changes to the baseline solubilities shown here.
Mean CCDFs of total releases from the EPA CRA19_COMB analysis are documented in the EPA
review of the 2019 Compliance Recertification Application Performance Assessment (U.S. EPA
2022a). Figure 4-47 compares mean total releases over all three replicates from the RPPCR
analysis to mean total releases from the EPA’s CRA19_COMB analysis. At high probabilities, the
RPPCR sees larger total releases compared to the CRA19_COMB analysis. At low probabilities,
the RPPCR sees lower total releases compared to the CRA19_COMB analysis.
Table 4-23 gives the mean total releases at the two compliance points with the 95% confidence
interval for both analyses. As with the CCDFs, this table shows greater releases at the upper
compliance point and less releases at the lower compliance point for the RPPCR compared to the
CRA19_COMB. For both analyses, at both compliance points, the mean and 95% confidence
interval fall below the release limits.
Table 4-20. Borehole Plugging Pattern Parameters
Material
Property
CRA19
Value (-)
CRA19_COMB
Value (-)
RPPCR Value
(-)
GLOBAL
ONEPLG
0.403
0.095
0.366
GLOBAL
TWOPLG
0.331
0.483
0.430
GLOBAL
THREEPLG
0.266
0.422
0.204
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Table 4-21. Colloid Enhancement Parameters
Material
Property
CRA19
Value
CRA19_COMB
Value
RPPCR Value
Units
AM
CAPMIC
2.30E-09
6.28E-06
9.00E-07
mol/L
AM
CONCINT
9.50E-09
6.70E-07
6.70E-07
mol/L
AM
PROPMIC
3.00E-02
3.60E+00
3.52E+00
(-)
NP
CAPMIC
3.80E-08
1.27E-04
2.33E-06
mol/L
NP
PROPMIC
2.10E-01
1.20E+01
1.20E+01
(-)
PU
CAPMIC
3.80E-08
2.18E-05
1.22E-09
mol/L
PU
PROPMIC
2.10E-01
2.18E+00
3.00E-01
(-)
TH
CAPMIC
3.80E-08
2.12E-02
6.95E-04
mol/L
TH
CONCINT
4.30E-08
4.80E-07
4.80E-07
mol/L
TH
PROPMIC
2.10E-01
3.10E+00
3.10E+00
(-)
U
CAPMIC
3.80E-08
8.14E+00
2.22E-06
mol/L
U
PROPMIC
2.10E-01
2.10E-03
2.10E-03
(-)
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Table 4-22. Baseline Solubility Parameters
Material
Property
CRA19 Value
(mol/L)
CRA19_COMB
Value (mol/L)
RPPCR Value
(mol/L)
SOLMOD3
SOLCOH
1.78E-07
1.43E-06
3.51E-06
SOLMOD3
SOLCOH2
1.63E-07
7.26E-07
1.93E-06
SOLMOD3
SOLCOH3
1.58E-07
5.16E-07
1.39E-06
SOLMOD3
SOLCOH4
1.54E-07
4.16E-07
1.13E-06
SOLMOD3
SOLCOH5
1.52E-07
3.56E-07
9.59E-07
SOLMOD3
SOLSOH
1.63E-07
2.14E-06
3.40E-06
SOLMOD3
SOLSOH2
1.58E-07
1.09E-06
1.86E-06
SOLMOD3
SOLSOH3
1.56E-07
7.74E-07
1.33E-06
SOLMOD3
SOLSOH4
1.55E-07
6.19E-07
1.07E-06
SOLMOD3
SOLSOH5
1.54E-07
5.28E-07
9.09E-07
SOLMOD4
SOLCOH
5.44E-08
5.84E-08
5.73E-08
SOLMOD4
SOLCOH2
5.44E-08
5.84E-08
5.74E-08
SOLMOD4
SOLCOH3
5.44E-08
5.85E-08
5.75E-08
SOLMOD4
SOLCOH4
5.44E-08
5.85E-08
5.75E-08
SOLMOD4
SOLCOH5
5.44E-08
5.85E-08
5.75E-08
SOLMOD4
SOLSOH
5.45E-08
5.50E-08
5.34E-08
SOLMOD4
SOLSOH2
5.45E-08
5.51E-08
5.34E-08
SOLMOD4
SOLSOH3
5.45E-08
5.51E-08
5.34E-08
SOLMOD4
SOLSOH4
5.45E-08
5.52E-08
5.34E-08
SOLMOD4
SOLSOH5
5.45E-08
5.52E-08
5.34E-08
SOLMOD5
SOLCOH
1.20E-06
1.82E-06
1.80E-06
SOLMOD5
SOLCOH2
7.27E-07
1.42E-06
1.50E-06
SOLMOD5
SOLCOH3
5.52E-07
1.28E-06
1.41E-06
SOLMOD5
SOLCOH4
4.61E-07
1.21E-06
1.36E-06
SOLMOD5
SOLCOH5
4.05E-07
1.17E-06
1.33E-06
SOLMOD5
SOLSOH
4.02E-07
4.38E-07
4.95E-07
SOLMOD5
SOLSOH2
2.83E-07
3.22E-07
4.21E-07
SOLMOD5
SOLSOH3
2.42E-07
2.82E-07
3.96E-07
SOLMOD5
SOLSOH4
2.21E-07
2.63E-07
3.84E-07
SOLMOD5
SOLSOH5
2.09E-07
2.51E-07
3.76E-07
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Figure 4-47. Total Mean Releases from the RPPCR and CRA19_COMB
Table 4-23. Statistics on the Overall Mean for Total Releases
Probability
Analysis
Mean Total
Release
Lower 95%
CI
Upper 95%
CI
Release
Limit
0.1
CRA19_COMB
0.1669
0.1552
0.1769
1
RPPCR
0.2418
0.1990
0.4073
0.001
CRA19_COMB
1.7661
1.2707
2.1676
10
RPPCR
1.5541
0.3360
1.8716
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5.0 ADDITIONAL ANALYSES
Two issues were raised during the execution of the RPPCR that merit further analysis. The first
issue is around the homogeneous waste loading assumption used in the RPPCR. The second is
understanding the effect on releases of the two replacement panels DOE is seeking permission to
use without the effects of the seven additional panels that are anticipated to be needed to store the
LWA limit of waste. These two issues were investigated in separate reports described below.
5.1 Homogeneous Waste Loading
To comply with 40 CFR Part 194.24(d), the WIPP PA assumes random emplacement of waste in
the disposal system. Random emplacement is realized by using a homogeneous waste form in
Salado flow and transport simulations. Past studies have shown that WIPP compliance is not
affected by the assumption of random distribution of waste containers in the repository (Casey et
al. 2003; Hansen et al. 2003).
The dilute and dispose surplus plutonium waste streams SR-KAC-HET and SR-KAC-PuOx are
large-volume, relatively high activity waste streams in the WIPP repository. The EPA has raised
concerns that if this waste was placed in a few panels, a significant fraction of the modeled
radiolytic brine consumption and gas generation could occur in those panels, which may
significantly affect DBRs and spallings releases from those panels. The EPA has asked the DOE
to evaluate whether the PA calculations adequately address the effects on releases of placement of
this waste stream in a limited number of panels (U.S. EPA 2022b, Section 10.0). King et al. (2023)
evaluated a high loading of plutonium into a single panel in the WIPP and showed that the WIPP
performance metrics of cumulative releases were not significantly different for a repository with
the homogeneous waste form. With this conclusion, the RPPCR continues to assume a
homogeneous waste form in the simulated repository.
5.2 Replacement Panel Performance
The DOE is not asking currently for approval for additional Panels 13 through 19. To meet the
EPA expectation that the PA models the expected final design of the repository (U.S. EPA 2021),
the RPPCR models the full 19-panel repository. Hansen et al. (2023b) evaluated the performance
of a repository comprising the existing 10 waste panels and the replacement Panels 11 and 12, and
estimated releases from this 12-panel repository. The analysis concluded that the 12-panel
repository would comply with containment requirements by scaling the results the 19-panel
repository model.
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6.0 SUMMARY
The Replacement Panels Planned Change Request (RPPCR) Performance Assessment (PA) was
conducted to support the DOE’s Planned Change Request (PCR) seeking approval for two
replacement panels, labeled Panels 11 and 12. Current emplacement volumes indicate that seven
additional panels, labeled Panels 13 through 19, are also needed to store the WIPP volumetric
waste limit specified in the LWA. While the DOE is not currently seeking approval for the use of
the seven additional panels pending a finalized design and additional site characterization data, the
RPPCR models the anticipated final design of the WIPP repository, with two replacement panels
and seven additional panels, in order to meet EPA expectations.
Additional changes from the CRA-2019 PA beyond those related to the replacement and additional
panels have been incorporated into the RPPCR, including updates to the following items: drilling
frequency, borehole plugging pattern probabilities, creep closure model, permeability distribution
for boreholes after plug degradation, inventory, oxidation state model, baseline solubilities,
solubility uncertainty distributions, and colloid enhancement parameters.
Results from the RPPCR analysis are compared to those obtained in the APPA and the CRA-2019
analyses in order to assess repository performance relative to previous performance assessments.
Results from the CRA-2019 and the APPA show that the replacement and additional panels have
little impact on cuttings, cavings, spallings and direct brine releases. Radionuclides entering the
Culebra over the four western-most additional panels (Panels 15, 16, 17, and 18) generally travel
in a different direction than releases over the existing panels and the other additional and the
replacement panels. This change in flow direction results in higher releases through the Culebra
for these four panels than releases over the existing panels. Releases through the Culebra from the
replacement panels show similar behavior to those from the existing panels.
Mean total releases in the RPPCR continue to be dominated by cuttings and cavings at high
probabilities. Spallings releases show an increased contribution to total releases at lower
probabilities, becoming nearly equal with direct brine releases. Mean total releases have increased
in the RPPCR compared to the APPA and the CRA-2019. The changes in releases mainly result
from the changes to the model for salt creep closure onto the waste, the inventory, and the increased
drilling frequency. Radionuclide activity entering the Culebra has been significantly reduced by
the updated long-term borehole permeability distribution. As a result, releases from the Culebra
are significantly reduced despite the potential for faster travel times of radionuclides from the
western-most additional panels. The increased repository volume has a negligible impact on total
releases.
Mean total releases from the RPPCR are also compared to total releases from the EPA’s
CRA19_COMB analysis. The RPPCR sees higher releases at the upper compliance point
probability and lower releases at the lower compliance point probability compared to the
CRA19_COMB results.
Mean total releases from the RPPCR are below the regulatory limits. As a result, the Replacement
Panels Planned Change Request PA demonstrates that the WIPP repository with two replacement
and seven additional panels remains in compliance with the containment requirement of 40 CFR
Part 191. A separate analysis concludes that a repository with the two replacement panels, but not
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any of the seven additional panels, would also remain in compliance with the containment
requirement.
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