Final Thesis..Armstrong Lee Agbaji
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ThePennsylvaniaStateUniversity
TheGraduateSchool
DepartmentofEnergyandMineralEngineering
DEVELOPMENTOFANALGORITHMTOANALYZETHEINTERRELATIONSHIPAMONG
FIVEELEMENTSINVOLVEDINTHEPLANNING,DESIGNANDDRILLINGOFEXTENDED
REACHANDCOMPLEXWELLS
AThesisin
PetroleumandMineralEngineering
by
ArmstrongLeeAgbaji
2009ArmstrongLeeAgbaji
SubmittedinPartialFulfillment
oftheRequirements
fortheDegreeof
MasterofScience
May2009
-
ThethesisofArmstrongLeeAgbajiwasreviewedandapproved*bythefollowing:
RobertWilliamWatsonAssociateProfessorEmeritusPetroleumandNaturalGasEngineeringThesisAdviser
R.LarryGraysonProfessorofEnergyandMineralEngineering;GeorgeH.Jr.andAnneB.DeikeChairinMiningEngineering;GraduateProgramChairofEnergyandMineralEngineeringJoseA.VenturaProfessorofIndustrialandManufacturingEngineering
*SignaturesareonfileintheGraduateSchool.
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ABSTRACT
ExtendedReachDrilling(ERD)isanintegratedmethodologyfordrillinghighanglewellbores
with longhorizontaldisplacements.Typicalproblems thathavecometobeassociatedwith
this type of operation include: Directional Well Design, Torque and Drag Limitations,
HydraulicsandHoleCleaning,VibrationandWellboreStability,EquivalentCirculationDensity
Management,aswellasMudRheologyandSolidsControl.
Giventheseproblems,thedrillingoperationofERDwellsshouldbeaclosedloopprocessthat
startsat theprejobplanningphase, iscarriedon through thedesignandexecutionphase,
and results in the implementation of lessons learned. For high levels of performance
improvement to be achieved, it is essential to analyze the interrelationship among the
elements involved intheentiredrillingprocess.This isbecauseasystemthatconsidersthe
individual elements of the drilling system in isolation is inadequate to deliver desired
performanceimprovement.
Inthisstudy,analgorithmthatsetsforthadesignforadrillingprogramthatissuitabletodrill
anextendedreachwellwasdevelopedusingVisualBasic.Althoughthealgorithmtoucheson
several factors affecting extended reach drilling, themajor focus is on the five elements,
which are considered the critical factors. These are:Well Planning and TrajectoryDesign,
BottomHoleAssembly(BHA)Design,DrillStringDesign,TorqueandDragAnalysis,aswellas
HydraulicsandHoleCleaning.
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The proposed algorithm evaluates the interrelationship among these critical factors and
providesdirectionontheprocessesandtasksrequiredatallstagesinthedesignanddrilling
of an ERDwell to achievebetterdrillingperformance. It also affordsbothoffice and field
personnelthecapabilityto identifydrillingperformanceproblemsandbyevaluatingresults,
identifyremedialactionsquicklyandaccurately.
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TableofContents
ListofFigures....viii
ListofTables...x
Acknowledgements..xi
Chapter1.INTRODUCTION........................................................1
1.1.DefinitionofExtendedReachDrilling....3
1.2.ExtendedReachDrilling:AHistoricalPerspective.7
1.2.1.HorizontalandERDWells.....9
1.2.2.DualHorizontal/DualLateralWells....10
1.3.StatementoftheProblem..14
1.4.ObjectiveofStudy....15
1.5.ScopeofStudy.15
1.6.SignificanceofStudyandDeliverables..16
Chapter2.LITERATUREREVIEW..............................................17
2.1.WellpathPlanning....19
2.2.TorqueandDrag.20
2.3.HoleCleaning......22
2.4.CuttingsTransport...24
2.5.RotarySteerableDrillingSystems..28
2.6.ConcludingRemarksfromLiterature..31
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Chapter3.CRITICALTECHNOLOGIESFORSUCCESSOFEXTENDEDREACHWELLS.33
3.1.WhatisDifferentaboutExtendedReachDrilling?.............................................................34
3.1.1.Torque,DragandBuckling......34
3.1.2.HoleCleaning......35
3.1.3.EquivalentCirculationDensities.....35
3.1.4.RigCapabilityandPowerRequirements.36
3.1.5.WellboreInstability,DifferentialStickingandStuckPipe.....37
3.1.6.WellControl......38
3.2.WellPlanningandTrajectoryDesign...38
3.2.1.TrajectoryDesign........39
3.2.2.CatenaryWellDesign....41
3.3.BuildRate...43
3.3.1.EffectofBuildRate.....43
3.4.HoleSizingandSelection....44
3.5.TorqueandDrag....45
3.5.1.Torque.....45
3.5.2.Drag......48
3.5.3.FrictionalForces.........50
3.5.4.InfluenceofFrictionFactor........52
3.5.5.TorqueandDragReductionMethods......53
3.6.EquivalentCirculationDensityManagement......55
3.6.1.EffectsofECD..........59
3.6.2.ECDManagementandControl..........60
3.7.DrillingHydraulicsandHoleCleaning.......61
3.7.1.FundamentalsofHoleCleaning.......62
3.7.2.FactorsAffectingHoleCleaning.......65
3.7.3.ConsequencesofPoorHoleCleaning..66
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3.7.4.TheCleanHoleConcept:WhatisaCleanHole?..67
3.7.5.HoleCleaningMechanism...68
3.8.WellboreStability.....72
3.8.1.Vibrations..72
3.8.2.WellboreStability....73
3.8.2.PreliminaryWellboreStabilityAnalysis....74
Chapter4.EXTENDEDREACHDRILLINGALGORITHM....................76
4.1.AlgorithmDefined....76
4.2.VisualBasicAlgorithmforERD....77
4.2.1.AttributesoftheModel.......79
4.3.AnalysisoftheIndividualModules...82
4.3.1.WellPlanningModule........83
4.3.2.BottomHoleAssembly(BHA)DesignModule....89
4.3.3.DrillStringDesignModule.....92
4.3.4.TorqueandDragAnalysisModule....98
4.3.5.HydraulicsandHoleCleaningModule.....101
4.3.6.EquivalentCirculationDensity(ECD)Module....104
4.4.SensitivityAnalysisExampleProblem...106
4.5.LimitationsoftheModel....116
Chapter5.SUMMARY,CONCLUSIONSANDRECOMMENDATIONS117
5.1GeneralObservations......117
5.2ConclusionsDrawnfromUsingtheModel....118
5.3Recommendations.....119
5.4ConcludingRemarks.....119
5.5TheFutureofExtendedReachDrilling....120
5.6FurtherStudies..121
AppendixA:ProgramCode...122
AppendixB:SampleReport..132
Bibliography.134
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ListofFigures
Figure1.1:IndustryExtendedReachDrillingExperience...4
Figure1.2:ERDLimit.6
Figure1.3:LimitofRotarySteerableERD.7
Figure1.4:EvolutionofExtendedReachDrilling.12
Figure3.1:WellTrajectoryProfiles....41Figure3.2:DiagrammaticRepresentationofTorqueGeneratingForces46Figure3.3:FrictionalandSurfaceactingForces47Figure3.4:DrillStringOpposingForces..49Figure3.5:DragandPickUpForces..50Figure3.6:CasingShoeECDDetermination......58Figure3.7:AngularDepictionofExtendedReachWellTrajectory......62Figure3.8:CuttingsTransportatDifferentInclinations.......63
Figure4.1:TheContinuousImprovementCycle.....78Figure4.2:DrillingDesignFlowChartforERD...80Figure4.3:WellPlanningandTrajectoryDesignModule84Figure4.4:InterrelationshipamongERDCriticalElements..88Figure4.5:FlowChartfortheDesignofBottomHoleAssembly90Figure4.6:BottomHoleAssembly(BHA)DesignModule.91
Figure4.7:FlowChartforDrillStringDesign..96
Figure4.8:DrillStringDesignModule.97
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Figure4.9:TorqueandDragAnalysisModule.100
Figure4.10:HydraulicsandHoleCleaningModule..103
Figure4.11:EquivalentCirculationDensity(ECD)Module.105
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ListofTables
Table3.1:WellTrajectoryOptions,AdvantagesandDisadvantages.....................40
Table3.2:RecommendedMinimumandMaximumFlowRatesforDifferentHoleSizes....71
Table3.3:RecommendedDrillStringRPMforVariousHoleSizes71
Table3.4:TypesofVibration..73
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Acknowledgements
Iwould like toexpressmy sinceregratitude and appreciation tomy academic adviser,Dr.
RobertWilliamWatsonforhisconsistentadvice,fortitude,andreceptivenesstoopinionsand
ideaswhileIworkedonthisproject.Myappreciationalsogoestotheothermembersofmy
thesis committee,Dr. LarryGrayson andDr. JoseVentura for the unflinching support and
encouragementIgotfromtheminthecourseofdoingthiswork.
A lotofcreditgoestoJimOberkircher,PresidentandCEOofGFEagleCorporationwhofirst
gaveme the ideaandsuggestion toconduct researchonExtendedReachDrilling. Iwould
also like to acknowledge the help of individuals and companies in the oil industry that
contributed immenselytothesuccessofthiswork.Toponthe list isBakerHughesINTEQ. I
wanttothankPeteClarkwhofirsthiredmeasaninternandthusstartedmyrelationshipwith
the company. Special thanks also go to Charles van Lammerenwho is the brainchild and
initiatorofthe involvementandpartnershipofBakerHughesINTEQ inthisresearch. Imust
not failtothank JohnFabianandCarlCorson forthe immenseroletheyplayed inensuring
thatIgotallthematerialsIneededtocarryoutthiswork.Themanymeetingsanddiscussions
IhadwiththeBakerHughesTeamgreatlyensuredthat Istayedoncourseandonmessage
throughoutthedurationofthisstudy.
Of course Iwould like to thankmywife Elma, for staying strong and focusedwhile Iwas
severalmilesaway,workingonthisproject.It is impossibleformeto listallthepeoplethat
contributed inonewayor theother to the successof thiswork.Toallwhosenameshave
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beenmentionedandthosenotmentioned,Isay,THANKSisasmallword,but itgoesa long
way to show howmuch I appreciate your love care and concernwhile Iworked on this
project.
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ChapterOne
Introduction
Extended Reach Drilling (ERD) is an integratedmethodology for drilling highanglewell
bores with long horizontal displacements. ERD wells are typically kicked off from the
verticalnearthesurfaceandbuilttoanangleofinclinationthatallowssufficienthorizontal
displacementfromthesurfacetothedesiredtarget.Thisinclinationisheldconstantuntil
thewellbore reaches thezoneof interestand is thenkickedoffnear thehorizontaland
extended into the reservoir. This technology enables optimization of field development
through the reduction of drilling sites and structures, and allows the operator to reach
portions of the reservoir at amuch greater distance than is possiblewith conventional
directionaldrilling technology.Theseefficiencies increaseprofitmarginsonprojectsand
canmake the difference whether or not a project is financially viable (AlSuwaidi, El
Nashar,AllenandBrandao,2001).
ExtendedReachDrillinginvolvespushingdrillingcapabilitiesneartheirlimits,whetheritis
toreachreservesfarfromexistingfacilitiesortoexposereservoirsectionsforproduction
andreservoirmanagementadvantages.Asamatterof fact,ERDneedstobeviewednot
onlyasExtendedDrilling,butalsoasExtendedReservoirDrilling,orbothExtendedReach
andReservoirDrilling(Payne,Wilton,andRamos,1995).Inthisperspective,ERDassumesa
criticalroleincurrentindustryoperations.
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Thepurposeofdrillingextendedreach,horizontalandcomplexdesignwellsistoproduce
oilandgas inafield inthemostcosteffectiveway.Theuseofthesenewtechniquescan
make old nonprofitable fields profitable, prolong an existing fields economic life and
makenewanduncertainfielddiscoveriestechnicallypossible.
ExploitationofERDprocedurescouldalsobemadeto:
1. Developoffshorereservoirsnowconsidereduneconomical;
2. Drillundershippinglanesorunderenvironmentallysensitiveareas;
3. Accelerate production by drilling long sections of nearly horizontal holes in
producingformations;
4. Provideanalternativeforsomesubseacompletionsand
5. Reducethenumberofplatformsnecessarytodevelopalargereservoir.
SomeofthemanyadvantagesofusingERDtoaccessreservesarebasedontheelimination
of high capital cost items. For example, in Alaska, ERD can reduce the need for costly
drillingandproduction islandsandthe inherent logisticalproblemsassociatedwiththem
(Nelson,1997).Foroffshoredrilling,suchasintheNorthSeaandtheGulfofMexico,ERD
results inasubstantialreduction insubseaequipment, includingfewerpipelines.Thisnot
onlyhasanimpactoneconomicsbutalsoonenvironmentalconcernsandevenpermitting
(MasonandJudzis,1998).
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1.1 DefinitionofExtendedReachDrilling
ERDwells are generally associatedwith accessing reservoirs at locations remote from a
drillsite.Generally,awell isdefinedasextendedreach if ithasaStepOutRatioof2or
more. StepoutRatio isdefinedas thehorizontaldisplacement (HD)dividedby the true
verticaldepth(TVD)attotaldepth.
Thedefinitionofwhatexactlyisanextendedreachwellremainsadebatableissue,butas
was mentioned earlier, current consensus says it is a well in which the horizontal
displacementisatleasttwicethetrueverticaldepthofthewell(Economides,Watters,and
DunNorman,1998).Thisdefinitionalso implies thatas theratioofdisplacementtoTVD
increases,thewelldifficultyincreases.WhilethereisnosuchthingasaneasyERDwell,
it is factual tosay thatwith increaseddisplacementcomes increaseddifficulty (Williams,
2008).However,thedepthofthereservestobeaccessedisalsocriticaltheshallowerthe
reserves themoredifficult it is toaccess thewellusingERD.Therefore,displacement to
TVDratioprovidesaneffectivemeasureoftotaldifficulty(Williams,2008).Extendedreach
drillingcanthusbeviewedasanintegratedmethodologyfordrillinghighanglewellbores
withlonghorizontaldisplacements(TolleandDellinger,2002).
There has been some debate on what exactly determines the difficulty in drilling an
extended reachwell.SomeauthorshaveusedERD ratio (HD/TVD)oreven (MD/TVD)as
measuresofdifficulty,whereMDisthemeasureddepth.Relativedifficultyisafunctionof
both HD/TVD ratio and absolute TVD and it is commonly referred to as Aspect Ratio.
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Williams(2008)clearlysupportsthenotionthatthehighertheratiothemoredifficultthe
wellistodrill.Butinanearlierstudy,MasonandJudzis(1998)propoundedthatthisisnot
true,asdepictedinFigure1.1.
Source:BakerHughesINTEQ
Figure1:IndustryExtendedReachDrillingExperienceFigure1.1:IndustryExtendedReachDrillingExperience
Asseeninthefigure,thelargeststepoutwellshavebeendrilledatthehighestERDratio.
But this issue is farmorecomplicated than this.Forexample indeepwater fieldswhere
directionalworkisoftennotpossibleuntildrillingdepthisbelowtheseabed,thetotalERD
ratiowill normally be less than 1. This is the case even though the element of vertical
depth overwhich anydirectionalwork is carried outwould have a very high ERD ratio
(MasonandJudzis,1998).
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Inspiteofthesecontroversies,thereisstillnostandardandgenerallyaccepteddefinition
foranERDwell.Thus,thereistheneedfortheindustrytoaddressthisissueandcomeup
withagenerallyacceptablemethodforcharacterizingallwelldesigns.
Itshouldbenotedhowever,thatthegenerallyaccepteddefinitionsofanERDwell
(LongwellandSeng,1996)include:
1. Wellshavinghorizontaldisplacementsgreaterthantwicethewellstruevertical
depth,yieldinginclinationanglesinexcessof63.4degrees;
2. Wellswhichapproachthelimitsofwhathasbeenachievedbytheindustryinterms
ofhorizontaldisplacement;
3. Highangledirectionalwellsthatapproachthecapabilitiesofthecontractedrig.
Typically, theExtendedReachDrilling limit is reachedwhenoneof the followingoccurs
(Demong,RuverbankandMason,2004):
1. The hole becomes unstable, due either to time exposure, geomechanical
interaction, adverse pressure differential, or drilling fluids interaction (or
incompatibility).Theonsetof these conditions isusuallyobserved in the sudden
increaseoftorqueanddraginthedrillstringnotrelatedtodoglegseverity(DLS)of
theholeorthelengthofthedrilledsection.
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2. Thedrillstringwillnolongertraveltothebottomoftheholeduetoexcessivedrag.
Thissituationisdifferentiatedfromthecaseabovebecausethiseffectisnotrelated
to the friction factor which remains unchanged. Instead, it is related to the
cumulativelengthdrilledalongwiththeDLSoftheholeasdrilled,Figure1.2.
Source:Demong,K.,Riverbank,M.,andMason,D.(2004)
Figure1.2:ERDLimitReachedwhenfrictionexceedstheforceavailabletopushthedrillstringdownthehole
3. Whenrotationisusedtoovercomefrictionandadvancethedrillstring,suchasin
rotary steerable application. The limit is reached when you reach the torque
capacityofthetubularsasshowninFigure1.3.
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Source:Demong,K.,Riverbank,M.,andMason,D.(2004)
Figure1.3:LimitofRotarySteerableERDReachedwhenfrictionexceedsthetorqueavailabletoturnthedrillstring
1.2ExtendedReachDrilling:AHistoricalPerspective
Horizontalwelltechnologyandextendedreachdrillingtechnologyhavebeenimplemented
intheindustrysince1987.Earlyeffortsofmoderndayhorizontalwelltechnologywereled
byAtlanticRichfieldinthelate1970s,ElfAquitaineintheearly1980s,andBPAlaskainthe
mid 1980s. Estimates by Philip C. Crouse and Associates Incorporated (1995) placed
worldwide implementationofhorizontalwell technologyatover11,000horizontalwells
duringtheperiodof1986through1996.
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Followingtheendoftheeraofeasyoilandwithmajoroilfieldsbeingsituated indeep
watersanddifficultterrains,welltrajectoriesbeingplannedhadlonghorizontaldepartures
and increasinglybecamemorecomplex.ExtendedReachDrillingthusbecamethemeans
ofexpandingproductionoftheseagingoilfieldsandmadeitpossibletodrillandproduce
hithertoimpossiblereserves.
The first extendedreachwellwith a horizontal reach ofmore than 5,000mwas drilled
from Statfjord Well C10 in 19891990 (Rasmussen, Sorheim, Seiffert, Angeltvadt and
Gjedrem,1991). StatfjordWellC3,whichwasdrilledandcompleted in1999,holds the
recordofbeing the firstwell in the industry toexceed6,000m (Njaerheim andTjoetta,
1992). Ithadahorizontaldepartureof6.1km. In19921993,StatoilsWellC2 setnew
worldrecordsandbrokethe7kmdeparturebarrierforthefirsttime.WellC2achieved
8.7kmMDandadepartureof7.3kmat the Statfjord reservoirTVDof2,700m. In1994,
Norsk HydrosWell C26 set anotherworld record forwell departure. TheirWell C26
achieved9.3kmMDwithadepartureof7.85kmat2,270mTVD.
Since the Statfjord development projects, the industry has recorded breakthroughs in
extended reach drilling. Somemajor industry achievements that followed the Statfjord
successesarechronicledhereunder:
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1.2.1HorizontalandERDWells
InSeptember1991,CliffOil&Gasdrilledthedeepesthorizontalwell intheNorthBayou
Jack field in Louisiana. The well reached TD at 4,675m TVD (Drilling and Production
Yearbook,1992).
InNovember1991,MaerskOil&GascompletedtheworldslongesthorizontalwellatTyra
WestBravofield,TWB11aintheDanishsectoroftheNorthSea.Thehorizontalextension
recordwas2,500matameasureddepthof4,770mandatotalverticaldepthof2,040m
(Drilling and Production Yearbook, 1992). At about the same period, Unocal had the
greatest horizontal displacement to true vertical depth ratio,HD/TVD of 3.95. Thiswas
achieved inWellC29 in theDosCuadreaFieldoffshoreSantaBarbara inCalifornia.The
well had a measured depth of 1,335m (Drilling and Production Yearbook, 1992). The
companyalsodrilledthelongestERDwellintheUSA.ThewellA21wasdrilledinJuly1991
fromtheIreneplatformlocatedinoffshoreCaliforniaandhasalateralreachof4,472m.
About thesameperiod,WoodsideOffshorePetroleumdrilleda longextendedreachgas
wellfromtheNorthRankinAplatforminAustralia.Thewellhadareachof5,009manda
MDof6,180m.
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1.2.2DualHorizontalDualLateralWells
In1992,WellA36achieved5kmdeparture intheshallowerGulIfaksreservoirat2,160m
TVD,resultinginaMD/TVDratioof2.79.Itwasamongthehighestatthetime.
InMarch1992, Torch EnergyAdvisors completed the firstDualHorizontalWell,Basden
1H, inFayetteCounty,Texas(DrillingandProductionYearbook,1993).Afterdrillingboth
horizontallaterals,thetwoslottedlinerswererunintoopposinghorizontalwellbores.The
secondlinerwasrunthroughawindowinthefirst.Eachhorizontallateralextended800m.
In 1993, PetroHunt Corporation used a unique horizontal well design to optimize
developmentofan irregularly shaped lease in theMcDennandWellNo.1 in theAustin
Chalk formation in Texas (Cooney, Stacy and Stephens, 1993). Two mediumradius
horizontal boreswere drilled in opposite directions from one vertical hole tomaximize
horizontaldisplacement inthe lease.Thetwoboreshadhorizontalsectionsof825mand
625m, respectively. Underbalanced drilling techniqueswere used to prevent formation
damage.Thehighmechanical integrityoftheAustinChalk formationsuitedanopenhole
completionmethod.
In AugustSeptember 1991, Gemini Exploration Company drilled the longest total
displacement of two lateral wells in the Pearsall field of south Texas (Drilling and
Production Yearbook, 1992). The total combined displacement of the two lateralswas
2,687m.
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As the yearswent by (especially in the late 1990s), drilling techniques continued to be
developedtopushthelimitbeyondthethenmaximum60degreeinclinedwells.Thiswas
asa resultofacombinationofengineering research,applicationofnew technologyand
fieldexperience.Duringthisperiod,BPalsodrilledwellsthatstretched5km(3miles)then
8km(5miles)andthen10km(6miles)offshorefromtherigsitelocatedonshoreattheir
Wytch Farm development (Williams, 2008). The Wytch Farm project thus broke the
existingrecordandsetanewone.Thetechnicalsuccessofthisprojectopenedtheflood
gatesandextendedreachdrillingnotonlyincreasinglybecamethestandardpracticefor
expanding production of aging oil fields, it alsomade it possible to drill and produce
hithertoimpossiblereserves.
Figure 1.4 is an evolutionary plot,which shows that themost aggressive ERD activities
indeedtookplaceduringtheearly1990s.TheinnerenvelopedescribesERDwellsdrilledas
of1992while thesubsequentones to therightdescribe the industryachievementsover
theyears,basedonrecentindustryliterature.
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Pre1992 Late90,s
CurrentLimit
Source:OilandGasGraphics,August(2008)
Figure1.4:EvolutionofExtendedReachDrilling
Asaresultofimprovementsinpersonnelcompetencyandtechnologicaladvancement,not
onlyweremoreERDwellsdrilled,thesewellscontinuouslypushedtheenvelope interms
of lateralreachandgeometriccomplexity inorder toaccessmorechallenginggeological
targets. The complexity of ERD operations has progressed from 2D to complex 3D
trajectorieswhere, forexample,anabandoned2DERDwellhasbeensidetracked to tap
shallowersatellitereserves,requiringahighlycomplexuphillwellprofile(Ruszka,2008).
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In April 2007, ExxonMobil Corporation announced that its subsidiary, Exxon Neftegas
Limited (ENL), completed thedrillingof theZ11well in theSakhalinproject. Itwas the
longestmeasured depth ERDwell in theworld at the time. Located on Sakhalin Island
offshore Eastern Russia, the recordsetting Z11 achieved a total measured depth of
11,282moroversevenmiles.TheZ11wasthe17thERDproducingwelltobecompleted
aspartof the Sakhalin1Project. Itwasdrilled in61days,more than15daysaheadof
schedule andbelow expected costwithno safetyorenvironmental incidents. Since the
firstSakhalin1wellwasdrilled in2003,thetimerequiredtodrilltheseworldclasswells
hasbeen reducedbymore than fiftypercent.When compared to industrybenchmarks,
Sakhalin1wellsareamongtheworld'sfastestdrilledERDwells.
However,thecurrentworldrecord forthe longestERDwelldrilled isheldbyMaerskOil
Qatar.InJune2008,thecompanywasreportedtohavedrilledthewellintheAlShaheen
FieldoffshoreQatar.Thiswellbrokethepreviousrecordlengthbyover610m;reachinga
total depth of 12,289m, with a total stepout distance from the surface location of
10,902m.Inall,thewellset10recordsincludingthelongestwelleverdrilled,thelongest
alonghole departure (11, 569m), the longest 8in section (10,805m), the highest ERD
ratio(AHD/TVD=10.485),thehighestdirectionaldifficultyindex(DDI=8.279),thedeepest
directional control, the deepest downlinkMWD transmission and LWD geosteering (12,
290m), thedeepestbatterylessoperation, the longest reservoir contact (10,805m.)and
finallythelongestopenhole(DrillingContractorMagazine,July/August,2008).
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Recordbreakingachievementscontinuetobemadeandthesetendtodemonstratethatit
isindeedpossibletoexceedthecurrentindustrylimitofERD.Whatislesswellunderstood,
however,aretherisksofdrillingsuchwells.Experiencehasshownthattheprobabilityof
encounteringsignificantdrillingproblems inERDwells isgenerallymuchhigherthanthat
experiencedinconventionalwells.Drivenbyaneedtominimizeenvironmentalimpactand
improverecoverablereserves, it isanticipatedthatERDactivitywillcontinueto increase.
Simultaneously, advances in drilling technology developmentwill continue to lower the
operational risk.As a result, ERD limitswill continuously be tested and pushed to new
levelsasthegrowingbenefitsoutweighthediminishingoperationalrisks(Ruszka,2008).
1.3StatementoftheProblem
Wellprofileshavebecomemorechallengingasaresultoftheneedtoreachnewtargets,
depths and departures that in the past seemed improbable. Regardless of our current
levelsofsuccess,thereistheurgencytodevelopmethodsandprocessesthatwillfurther
improvedrillingefficiency.Welltrajectoriesbeingplannedtodayhavesuchdeparturesand
complexity thatviability, riskandeconomicsareallvitalpartsof theevaluationprocess
priorto investing intheproject.These in largepartaredeterminedbytherigdesignand
capacitytodrilltheseextremereachwelldesigns.
To reduceoperational costs, the entire drilling processmust be improved substantially.
Researchers focusing on these challenges have identified the need for systembased
solutions.Suchanapproachevaluatesalltheelementsthat influencethedrillingprocess.
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Assuch,itisimperativethatasystematic,logicalandquantifiableapproachfordeveloping
and implementingtechnologies inthesetypesofapplicationsbedefined.Asthe industry
continues to move toward the more costeffective technologies of computerbased
instrumentation,powerhandlingtools,andautomateddrilling,thereistheneedtohavea
definedandstructuredapproachfordrillingextendedreachwells.
1.4ObjectivesofStudy
Theobjectiveofthisstudy isto integratetheparameters involved intheplanning,design
anddrillingofextendedreachandcomplexwellsintoasinglecomputermodel.Thegoalis
todevelopanalgorithmthatwillevaluatethe interrelationshipamongtheseparameters
duringtheplanninganddesignphasesofthedrillingoperationinatechnicallysoundand
feasibleway.
1.5ScopeofStudy
As was mentioned earlier, the industry has made significant progress in developing
improved technologiesespeciallyas itaffects thedrillingofcomplexanddesignerwells.
Thisstudywillconcentrateonthefollowingareas:
WellPlanningofExtendedReachandComplexWells,and
DrillingParameterEvaluationinExtendedReachandComplexWells.
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Underthesetwobroadheadings,thefollowingtechnologies,whichhavebeenfoundtobe
criticaltothesuccessofERD,wouldbeanalyticallyexamined:
o WellPlanningandTrajectoryDesign
o BottomHoleAssemblyDesign
o DrillStringDesign
o TorqueandDrag
o HydraulicsandHoleCleaning
o EquivalentCirculationDensityManagement
1.6SignificanceoftheStudyandDeliverables
Attheendofthisstudy,aVisualBasicalgorithmwillbedeveloped.Themodelwillhave
thecapabilitytodesignthedrillingprogrammostsuitabletodrillanextendedreachwell.It
willbeversatileandflexiblesuchthatthecomponentsofextendedreachdrillingcaneither
bechosenbytheuserbasedonavailability,orbytheprogramfrom its library/databank.
Evaluationofthesecomponentswillresultinanoutputthatwillproduceaviablewellplan
anddesignforthegivenERDwell.
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ChapterTwo
LiteratureReview
Severalstudieshavebeencarriedoutonthetheoryandpracticeofdrillingextendedreach
andcomplexwells.Areviewoftheliteraturegivesusaninsightintosomeofthesestudies,
thetechnologiesusedandhowtheyhaveimpactedthedrillingindustry.
Foranygivendrillingoperation,numerousdrilling technologiesare typicallyavailable to
ensuremaximum recovery of the hydrocarbon from the reservoir.Over the years, the
industryhasmadesignificantprogress indeveloping improvedtechnologiestotacklethe
complexitiesencountered indrillingextended reachwells.Someof these improvements
arerelatedtorealtime formationevaluation,directionalcontrolwhiledrilling, improved
bottomholeassembly(BHA)components,anddrillingfluids.
Based on the many lessons learned in recent projects, technologies that have been
identifiedtobevitaltothesuccessofERD(Payne,CockingandHatch,1994)include:
TorqueandDrag DrillstringandBottomHoleAssemblyDesign WellboreStability HydraulicsandHoleCleaning DrillingDynamics RigSizing
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Fromthedrillingfluidperspective,somecrucialissuesthatcanposesignificantchallenges
fortheoperator(Cameron,2001)include:
NarrowMudWeight/FractureGradientWindow
EquivalentCirculationDensity(ECD)Management
LostCirculation
Lubricity
Also related to these are surveying andwell profile design.Other technologies of vital
importance are the use of Rotary Steerable Systems (RSS) togetherwithMeasurement
WhileDrilling(MWD)andLoggingWhileDrilling(LWD)toolstogeosteerthewellintothe
geologicaltarget(Tribe,Burns,HowellandCickson,2001).
It iswellknown thatERD introduces factors thatcancompromisewelldelivery,and the
firstchallengepriortodrillinganERwellistoidentifyandminimizerisk(Karmaruddin,Lah,
Sering, Good and Khun, 2000). The literature is repletewith several experimental and
theoretical studies that have been conducted on extended reach exploration and
developmentdrilling.Researchershavemainlyconcentratedonthecriticalfactorsoutlined
above.This literaturesurveywillbecarriedoutby reviewing thestudies thathavebeen
made,basedonthesecriticaltechnologies.
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2.1WellpathPlanning
Extended Reach Drilling is playing an important role in the economic development of
variousoilreserves.ForsomeERwells,carefulwellplanningandutilizingexistingdrilling
practicesaresufficienttoavoidproblemssuchaswellboreinstability,lostcirculation,and
stuck pipe.However, results from several studies have shown thatwhenwell stepout
ratios increase, some operational practices developed while drilling conventional wells
become inadequate tosuccessfullyandcosteffectivelydeliver theERwells. Itshouldbe
noted,however,thatcarefulplanningalonecannotalwayspreventdrillingproblems.
ERDwell profile design is not just a simple geometric curve design. It is an integrated
processthatrequiresanoptimumwellpathprofilewithrespecttotorqueanddrag.There
are twomain principles that should be obeyedwhen planning an extended reachwell
(Shanzhou,Genlu,Jianguo,andZhiyong,1998).Theseare:
MinimizingTorqueandDrag MinimizingWellLength
Severalpapershavebeenwrittenonthissubject.McClendonandAnders(1985)described
the use of the catenarywell planmethod for directional drilling. CatenaryWellplan is
explained indetail inChapter3.Amodifiedversionof thismethodwasusedwithgreat
successwhensomeoftheERDandhorizontalwellsontheStatfjordfieldweredrilled.The
methodwasmainly used to reduce torque and drag by reducing thewall forces in the
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buildupsection.Thiswasdoneinthetoppartoftheholewherethedrillpipetensionand
sideloadswerehighest.
2.2TorqueandDrag
The ability to confidently predict that you can reach a reservoir target is probably the
biggestproblemwhendrillinganextendedreachwell.Thismakestheaccurateprediction
of torque and drag very essential. Drilling torque losses calculated on various plan
trajectoriesare a good indicationofdrillabilityof awellplan.A reviewof these torque
valuesandadjustmentstotheplannedtrajectoryisawaytoimprovetheplanorfindthe
easiestpath todrill. Selecting the appropriatewellprofile followedbymodifying casing
and tubulardesignsshouldbe thekey initialsteps in torque reductionmeasures (Aston,
Hearn andMcGhee, 1998). Torque levels in ERwells are generallymore dependent on
wellbore length and tortuousity than tangent angle. Yet, higher anglewells do tend to
reduceoveralltorque levelswhiledrillingsincemoreofthedrillstring is incompression,
andthetensionprofileinthebuildsectionisreduced.However,highertorquevaluesand
associatedproblemssuchasacceleratedcasingwearandkeyseatsareseenduringback
reamingoperations(Modi,Mason,ToomsandConran,1997).
One of themajor factors affecting torque and drag in an extended reach well is the
tortuousityofthehole(Banks,HoggandThorogood,1992).Hightortuousityresultsfroma
lackofcontroloftoolfaceanddeviationrate.Thus ifasteerablemotor ishardtoorient,
this will result in higher torque and drag, which compounds the original orientation
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problem.Lowbuilduprates,deepkickoffpoints,eliminationofexcessivetortuousityand
optimumhole cleaningare themain factors thatwillaffect the torqueanddragvalues.
Banksetal.(1992)alsodiscussedtheeffectofexcessivetortuousity.Theystipulatedthat
excessive tortuousity can severely limit the drillable depth and the elimination of this
effectisacriticalfactorinsuccessfulERDoperations.Theyrecommendthatthisshouldbe
usedasanobjectivemeasureofthedirectionaldrillingcontractorsperformance.
Highdrilling torquecanposesignificantproblems inERDwells.Meader,AllenandRiley,
(2000) investigatedmethodsof torque reductionat theWytch farmproject.Theproject
hadusedBarafibre(crushedalmondshell)astheprimemethodoftorquerelief.Butduring
thedrillingofWellM16,atrialofanalternativemudadditivewasconducted.Theproduct
was Lubraglide (small plastic beads). The trial was conducted by stripping out all the
Barafibre from thesystemand replacing itwithLubraglide.The initial resultswerequite
impressive.The results showed thatas theBarafibrewas stripped from the system, the
torque level rose from 40,000 ftlbs to the limit of 45,000 ftlbswhere the top drive
stalledout.AstheLubraglideenteredtheopenholethetorqueleveldroppedto25,000ft
lbs.Thisisadramaticresultbutunfortunatelythetorquereductionwasnotsustainedfor
thedurationofthe8holesection.Thetorquewasmanagedfortherestofthewellwith
a combinationof LubraglideandBarafibre.The reasonswhy Lubraglidealone couldnot
consistentlyreducethetorquearenotwellunderstood,andthisunderlinestheneedfor
extensivedatagatheringsothatthoroughpostwellanalysiscanbeconducted.
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Manyoperatorshave reported theuseofmechanical and chemical friction reducers to
minimize torque and drag. Rubber element and plastic casing protectors have been
reported to be successful in reducing torque. Some operators, (Ikeda, Takeuchi, and
Crouse, 1996) reported torque reductions of over 25% by usingNonRotatingDrill Pipe
Protectors (NRDPP). Bidirectional rollers for both drillpipe and casing have shown the
most encouraging results especially inside casing while running liners and drill pipe
conveyed logging tools.Other torque reduction strategies thatare known tohavebeen
implemented by operators include torque reduction subs, beads, and downhole tractor
systems.ExperienceonpreviousERwellshavealso indicatedthattheuseoffibrousLost
CirculationMaterials (LCM)have a verybeneficial effect in improvingwellbore cleaning
and reducing both torque and drag (Cocking, Bezant and Tooms, 1997).When torque
valuesbegin to increase in the8section, lostcirculationmaterialsareknown tohave
beenusedtoreducetorquebyimprovingholecleaningeffectiveness.
2.3HoleCleaning
ERD wells typically require higher density fluids to maintain stability as compared to
verticalwells.High inclinationsalsoexposemoresurfaceareaofaparticularzonetothe
drilling fluid foragreaterperiod, thus increasing thepotential fordifferentialstickingor
lost circulation. It has been reported that hole cleaning is critical to the success of
extended reachdrilling,especiallywhere thehole inclination ishigh (Payneet al ,1994;
Ryan,ReynoldsandRaitt,1995;EckOlsen,Sietten,ReynoldsandSamuel,1994;Aarrestad,
andBlikra,1994;andIkedaetal.1996).
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Poorholecleaninghasresultedinproblemsof:
1. Inabilitytotransferweighttothebit
2. Unexplainedandunplannedchangesindirection
3. Lostmud in the pay zone, which limits ultimate productivity due to formation
damage
4. Stuckpipeproblems
Severalpapershaveshownthe importanceofdrillpiperotationasameansof improving
holecleaning (Brett,BeckettandHolt,1989;Guildand Jeffrey,1994;Sanchez,Azar,and
Martins,1997).As thedrillpipe is rotated,cuttingsareagitated into the flowstreamand
circulatedoutofthewellbore.Toenhanceholecleaning,drillstringrotation isusedwhile
drillingandbackreaming,andwiththepipeoffthebottom.Inanotherstudy,Sanchezet
al.(1997)reportedthatthereductionincuttings'weightintheannuluscouldbeashighas
80% due to pipe rotation. There are obviouslymany factors involved inmodeling hole
cleaning, such as annular velocity andmud rheology. However, having continuous drill
stringrotationispossiblyoneofthemostsignificant.Deviatingtheholebyslidingamotor
willalsohinderholecleaning(Warren,1997;Ikedaetal.1996).
InreportingStatoilsexperiencesindrillinghorizontal,extendedreach,andcomplexwells,
Blikra,DrevdalandAarrestad(1994)propoundedthatdeepkickoffpointandlowbuildup
rateswillreduce the inclination inthe largerdiameterholesections.Thisgenerallygives
betterholestabilityand improvesholecleaning.Accordingtothereport,highrotationof
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thedrillstring in theregionof150180rpmhavebeenknown to improveholecleaning,
especiallywhiledrilling the12and8hole sectionswithoilesteroretherbased
mudsystems.Theyalsoreportedthatdisturbingthecuttingsonthe lowsideofthehole
andcreatingaturbulentflowpatternaroundthedrillpipecan Ieadto improvedcuttings
removal. Blikra et al. (1994) also showed that backreaming in open hole and inside
casing/linersathighrotationspeedhasbecomestandardprocedureforERDwellsandhas
also resulted in improved cuttings removal. Other factors that have been known to
enhanceholecleaning includehigh flowrates, tightcontrolofmudproperties (especially
mudrheology)andcontrolleddrillingrates.
Additional research isbeingconducted toaddress theproblemof lostcirculation inERD
wells.Thehighwellbore inclinationpresentssignificantchallengesconcerningplacement
techniques,sufficientcoverageofthelosszone,andselectionofnondamagingmaterials.
Additionof lost circulationmaterials (LCM)hasbeen found togreatly reduceopenhole
torques through the formation of a lowfriction bed between the drill string and the
formation. Thus current investigations focus on a better understanding of loss and
propagationmechanismsand theapplicationof crosslinkpolymersandother fluids that
providelowcompressivestrength.
2.4CuttingsTransport
Efficient cuttings transport isone of theprimarydesign considerations for an extended
reachdrillingfluid,especiallyforwellswithhorizontalandhighlyinclinedsectionsofmore
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than 6,000m (Guild,Wallace, andWassenborg, 1995; Gao, and Young, 1995; Schamp,
Estes,andKeller,2006).Guildetal.(1995)reportedthat,whilebeingtransportedfromthe
hole,cuttingscanbegroundtofinersandparticles,especiallywhenrotarydrillingisbeing
used.Under these conditions, drillingmay not be able to proceed if cuttings transport
remainsaproblem in thehole.Asaresultofexcessive torqueanddragcausedbysmall
cuttings settled at the lower side of the horizontal or inclined section, itmay not be
possibletoruncasinginplace,evenifdrillingtothetargetdepthisachievable.Horizontal
and highly inclinedwells drilled through unconsolidated sand reservoirs have also been
knowntohavethesesameproblems.
There is the argument that inefficient transport of small cuttings is themain factor for
excessive torque anddragduring extended reachdrilling.However, very little is known
about the transportbehaviorof smallcuttings.Experimentalobservations (Parker,1987;
Ahmed, 2001) show that small cuttings are more difficult to transport under certain
conditions.Ahmed(2001)alsosuggestedthatsmallerparticlestendtomoreeasilystickto
drillpipedue to theircohesiveeffects.Aboveall, it isevenmoredifficult to release the
pipeonce itgets stuckby small sandsized cuttings.Bymeasuring totalannular cuttings
concentration, Parker (1987) observed that smaller cuttings are easier to transport in
verticalwells,butslightlyhardertotransportinhighlyinclinedwells.Thisisconsistentwith
Larsens(1990)observationthatathighholeinclinationangles,smallercuttingsareharder
to clean out. These cuttings need a higher fluid velocity to keep continuous forward
movement.
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Duan,Miska, Yu, Takach and Ahmed (2006) studied the transport of small cuttings in
extended reach drilling. Their study involved extensive experimentswith three sizes of
cuttingsinabidtoidentifythemainfactorsaffectingsmallcuttingstransport.Theeffects
ofcuttingssize,drillpiperotation,fluidrheology,flowrateandholeinclinationwerealso
investigated as part of the study. The results show significant differences in cuttings
transportbasedoncuttings size.Their studyproduced somevery importantconclusions
amongwhichare:
1. Intermsofcuttingsconcentration,smallercuttingsaremoredifficulttotransport
than larger cuttings in thehorizontalannuluswhen testedwithwater.However,
smallercuttingsareeasiertotransportthan largercuttingswhen0.25 Ibm/bblof
PolyanionicCellulose(PAC)solutionswereused.
2. Piperotationand fluidrheologyarekey factorsaffectingsmallcuttingstransport.
Improvementbypiperotation inthetransportefficiencyofsmallcuttings isupto
twice as large as the improvement in large cuttings transport. Compared with
water, PAC solutions significantly improve smaller cuttings transport, while the
transportoflargercuttingsisonlyslightlyenhanced.
3. Holeanglehasonlyminoreffectsoncuttingsconcentrationandbedheightwithin
therangeof7090degreesfromvertical.
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Duanetal.(2006)concludedthisstudybyrecommendingthatdrillpiperotationcombined
withpolymericdrilling fluidsshouldbeusedtoefficientlytransportsmallcuttingsduring
extendedreachandhorizontaldrilling.
The factors thataffectcuttings transporthavebeenwelldescribed in the literatureand
theyinclude:
Drillingfluiddensity Lowshearraterheology Flowrate Cuttingsizeandconcentrationintheannulus Drillpipesize Rotaryspeed Shapeofparticles Drillstringeccentricityinthewellbore
Studies have also been conducted to determine the critical transport fluid velocity
necessarytopreventcuttingsbedformation(Larson,PilehvariandAzar,1993).However,
cuttingssizeisnottheonlyfactorthataffectseffectiveholecleaning.SiffermanandBecker
(1990) noted that cuttings size in itself only hasminor effects on hole cleaning,but its
influenceontheeffectsofotherparametersisnoteworthy.Inalaterstudy,Bassal(1995)
foundthattheeffectsofcuttingssizeoncuttingsconcentrationinahorizontalannulusare
quitedependentonotherparameters.Withlowviscositymud,smallercuttingsareharder
to transport than larger ones at all pipe rotary speeds and flow rates. However,with
highviscositymud,thetendencymayreversedependingondifferentflowrates.
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Allthestudiesthathavebeenconductedoncuttingstransporthaveuseddifferentcuttings
sizes.Thus, the conclusions about theeffectsof cuttings sizeson cuttings transportare
quitevariedand,insomecases,contradictory.Theexperimentsuponwhichmostofthese
conclusionsarebasedwereconductedunderseparateandunequalconditions;therefore,
it cannotbeunequivocally stated that smaller cuttingsareharderoreasier to transport
than largerones.Anyconclusion should thus representacombinationofvariousdrilling
parametersbeforeitcanberegardedasdefinitive.
2.5RotarySteerableDrillingSystems
Before theadventofRotarySteerableDrillingSystems, therewere twomajormeansof
directional drilling. The first method was the use of conventional rotary assemblies
designed to give predictable deviation in a certain direction. Typical examples of such
rotaryassembliesarependulum,packedholeandbellyassemblies.Thesecond istheuse
ofadownholesteerablemotor.Thisrequiresthedrillstringtoslidealongthehole,without
drillstringrotation,tocontroldirection.
Variablegauge stabilizershavebeenused to fine tunecontrolofhole inclination (Odell,
Payne and Cocking, 1995; Bruce, Bezant and Pinnock, 1996), with both of the above
methods,buttheyhavenotbeenknowntocontrolazimuth.Steerablerotarydrillinggives
control of both inclination and azimuth and has a number of advantages over these
methods (Barr, Clegg and Russell, 1996). Rotary Steerable Systems enhance the
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penetrationrateandincreasethereachofERDwells.Thisbooststheefficiencyandlowers
the overall cost of ERD operations. Using these systems, operators have been able to
optimize hole quality andwellbore placement, achieve faster rates of penetration, and
enhanced reservoirdeliverability.Rotary steerabledrilling systemswereusedon several
extendedreachwellsattheWytchFarm(Colebrook,Peach,Allen,andConran,1998).
Oneofthebiggestadvantagesofrotarydrillingisinapplyingweighttothebitinextended
reachwells.Asdepartureincreaseswithrespecttoverticaldepth,itbecomesincreasingly
difficult toapplyweight to thebitand subsequently tocontrol thatweight,due toaxial
friction(Cockingetal.1997;Warren,1997;Payneetal.1994).Drillstringrotationhasbeen
describedasavirtualcureall for thegeneral reductionofdrag (PayneandAbbassian,
1996)andtheapplicationofweighttothebit(Modietal,1997;Ryanetal,1995).Useof
rotary steerable systems allows the drilling parameters to be optimized for the bit and
formation. The reactive torque from the bit does not disturb the toolface and so both
weightonbitandrotaryspeedcanbeadjustedwithinwidelimits.
It isastatementoffactthatExtendedReachDrilling,usingrotarysteerablesystems,has
made itpossible todrill andproducehitherto impossiblewells. Several verydeepwells
wouldnothavebeenpossible todrillwithout rotarysteerablesystemsbecausesteering
beyond 8,500m was not possible as axial drags were too high to allow the oriented
steerablemotorandbittoslide(Colebrooketal.1998;Meaderetal.2000).Inplaceslike
BrazilandNigeriawheremajoroilfieldsarelocatedindeepwaters,ERDwellsmightbe,in
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somecases,theonlyeconomicallyviabledrillingsolution(Cunha,MartinsandFernandez,
2000).
Ikeda et al. (1996) initiated a study that investigated developments, activities, and
philosophies of the larger oil and gas industry in implementing horizontal well and
extended reach technologies. North American and European operators, contractors,
service companies, government agencies and educational institutions were directly
interviewed.Alongwiththedevelopmentofdataresources,referencesand industrywell
information,significantfindingsandrevelationswerereported.Amongthemanyfindings
from the investigation is the fact thatmanyoperatorsarenow steering theirwellswith
MWDand LWD tools.According to the report,operatorsnoted that steeringawellhas
been thebestway tomaximizepay zonepenetration.The report also showed that the
most common failures seen bymost operators have been inmotor andMWD failures,
whichcausesdowntime.Rotorandstatorproblemswerecommonlydiscussed formotor
failurealongwithothercomponents,and itwasgenerallyagreedthatthefailureratefor
MWDincreasedwith:
o Increaseintemperature
o Increaseinpressure
o Rapidtemperatureincreaseorseverepressurechanges
o Smallerholesize
o Longerholelength
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In underbalanced drilling situations,motor andMWD problems appeared to be higher.
Operatorsalsopointedout that thebiggest improvementsover the last coupleofyears
havebeenmadeinMWDandmotors,eventhoughtheymaystillcontributetodowntime.
Operatorscautioned that the limitingboundary forMWDpulsingsignals isnotcurrently
well defined by the vendor companies, and they also noted the fact that BHA steering
capabilitiesarereducedastrajectoryincreases.
AllofthefactorsindicatedaboveleadtotheconclusionthatamuchimprovedoverallROP
will be achieved while drilling with a rotary steerable drilling assembly than with a
steerablemotor. Indeed in certainextended reachoroverbalanceddrilling applications,
rotarydrillingisessential.
2.6ConcludingRemarksfromLiteratureReview
Because longterm profitability is a primary concern of the oil and gas industry,major
efforts are under way to optimize drilling procedures to make operations more cost
effective. All phases of drilling are being subjected to economic analysis and, now
emerging, is the possibility of obtaining substantial savings by upgrading conventional
directionaldrillingtechniques intoadvancedproceduresfordrillinghighangle,extended
reach and designer wells. Such a capability offers a variety of applications with the
potentialforsignificantreductionsincost.
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Advances in drilling technology now enable the exploration for and development of
offshoreoil and gas resourceswithout the installationof facilities andwells inoffshore
marineenvironments.Nowadays,moreoperatorsare identifyingapplicationsofERD for
reservoirdevelopmentthatwillprovidesubstantial financialbenefit. InAlaska,anumber
ofNorthSlope fieldsextendoffshoreand/oraway fromexistingdrill sitesand reserves.
ThesewillwarrantERDoperations.ExxonMobilandtheCaliforniaStateLandsCommission
both endorse ERD development of the South Ellwood Offshore Field using ERD from
onshore sites (Starzer,Mount and Voskanian, 1994). BP is also considering ERD for its
Liberty Project in Alaska. In the Gulf ofMexico, China, South America, the North Sea,
Indonesia, the Middle East and elsewhere, many other ERD opportunities are being
evaluated to optimize development drilling of newmajor projects (Payne,Wilton and
Ramos,1995).
Thisstudywilltakeextendedreachdrillingimprovementonestepfurtherbyintegratingall
the critical technologies for success of extended reach drilling into a singlemodel. The
modelwilldesigntheprogrammostsuitabletodrillanextendedreachwell.
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ChapterThree
CriticalTechnologiesforSuccessofExtendedReachWells
Theliteraturehasshownthatextendedreachexplorationanddevelopmentdrillingusually
involves some significant issues that canpose significantchallenges for theoperator.As
hasbeenmentionedseverally,technologiesthathavebeenfoundtobevitaltothesuccess
ofERDinclude:
WellTrajectoryDesign TorqueandDrag DrillstringDesign WellboreStability HydraulicsandHoleCleaning Casingdesign DrillingDynamics RigSizingandSelection NarrowMudWeight/FractureGradientWindow EquivalentCirculationDensity(ECD)Management LostCirculation Lubricity
Thefollowingsectionswillindividuallyandcollectivelyanalyzethesesuccessfactorswitha
view tounderstanding the scienceand technologybehind them.However,before this is
done, it is vital to firstdiscuss thedifferencebetween theeffects these issueshaveon
extendedreachwells,ascomparedtoconventionalwells.
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3.1WhatisDifferentaboutExtendedReachDrilling?
There are numerous issues that are different, or more critical for ERD wells when
comparedtoconventionaldirectionalwells.Insomecases,thechallengesonERDwellsare
thesameasthoseofconventionaldirectionalwells,onlythatinextendedreachwells,they
aremagnified. Inothercases,the issuesarespecifictothetypeofERDwellthat isbeing
drilled (K&M Technologies, 2003). There are both general and specific differences in
challenges between ERD and conventional directional wells. Some of the general
differencesareoutlinedhereunder.
3.1.1Torque,DragandBucking
These factorsareregularlyencountered inERDwellsduringbothdrillingandcompletion
phases.Torque isgenerallyonlyasignificant limitingfactoron longERDwellsoronslim
holeERDwellswheresmalldiameterdrillpipeisused.Itiscommontorotatecasingliners
stringsonERDwellstoensurethatagoodcementjobisobtained.Thisisoftenthecritical
torquelimitation(K&MTechnologies,2003).InERwells,torquelimitscanbereachedina
numberofwaysincluding:
Topdriveorrotarytableoutput Drillpipetooljoints Casingconnections Combinedpowerusage
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Axialdragoccursduetotheinteractionofthedrillpipeorcasingwiththewellboreasitis
runin(slackoff)orpickedup(pickup)outofhole(K&MTechnologies,2003).InERwells,
slackoff and pickup become problems as the well gets deeper and as inclination
increases.
Bucklingofdrillpipeandcasingresultsfromexcessivecompression loadsthatbuildup in
the string due to axial friction.Drill string and completion string buckling are common
problems in ERDwells. This is because, as the length of high angle sections becomes
longer,unconstrainedpipetendstobendinthewellbore.Asthissituationbecomesmore
severe,ahelixwilldevelopandeventuallypreventsthepipefrommovingwithinthehole.
3.1.2HoleCleaning
Field experiencehasdemonstrated thathole cleaningpracticesused for verticalor low
anglewellsaregenerallynotsuccessfulinhighangleERDwells.Athoroughunderstanding
ofthedynamicsofholecleaningisthereforecriticaltothesuccessofERDwells.
3.1.3EquivalentCirculationDensities
Extendedreachwellsgenerallyhavehigherequivalentcirculationdensityfluctuationsthan
conventionalwells.WiththeadventofMeasurementWhileDrilling(MWD)basedPressure
While Drilling (PWD) technology, the industrys understanding of ECDs has been
challenged (K&MTechnologies,2003).Studieshave shown that themagnitudeofECD
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fluctuations inERDwells is fargreater thanpreviously thought.According to findingsby
K&MTechnologies,ECDsaremoreseriousinERDwellsbecause:
i. Themagnitudesofthefluctuationsareworseduetolongermeasureddepth(MD)
relativetotrueverticaldepth(TVD).
ii. Wellborestability, lostcirculationandotherkeyeffectsaregenerallymoresevere
andlesstolerableinthesewells.
iii. Temperatureandpressurevariations(andtheireffectsonmudproperties)arealso
moreextremeinthesewells.
3.1.4RigCapabilityandPowerRequirements
Extendedreachwellschallengethecapabilitiesofthedrillingrigmorethanaconventional
directional well of the same measured depth except for pickup loads (K & M
Technologies,2003).Theneedtousecontinuoushigherflowratesathigherpressures,use
ofhigherpipeRPMandhigher torqueanddrag forceswillalsocontinuously taska rigs
outputcapability.Also,powermaybelimited,especiallyinabackreamingscenariowhere
pickup, torqueandpumpsarealloperatingat/ornear their limit.Thecombinedpower
usagewhendeeponalongERDwellmaythusbecomeanissuebecauseitisoftenatthis
pointthatmaximumoutput levelsarerequired fromthemudpump,drawworksandthe
rotary system. Many of the industrys rigs that are being utilized for conventional
directional drilling do not have the capability to meet these combined output
requirements.
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3.1.5WellboreInstability,DifferentialStickingandStuckPipe
WellboreinstabilityisusuallymorecriticalinERDwellsdueto:
o Theincreasedwellboreangle
o Increasedholeexposuretime
o IncreasedECDfluctuationsandeffects
DifferentialStickingisalsoasignificantprobleminERDwellsbecause:
o MudweightisoftenhigherinERDwells(forwellborestabilityathighangles)
o Theexposedreservoirintervalsarelongerinlength
o Theexposedreservoirintervalsareopenforalongerperiodoftime
o Thedrill stringandBHAwillbeon the low sideof theholeandat leastpartially
buriedincuttingsthroughoutthereservoirsection
Differential sticking is evenmore important for wells where torque, drag, or buckling
problemsexist,sinceevenminordifferentialsticking increases friction.Furthermore, the
abilitytojarorworkthepipefreeisreducedonERDwells.Thisisasaresultofthereduced
abilitytogetweightortorsiondowntheBHA.
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3.1.6WellControl
This isgenerallymorechallenging inERDwellsbecausekicksareoftenmoredifficult to
detectandmeasureasaresultofthegeometriesofthewells.Notonly iskickdetection
moredifficult inERDwells, theability tomanageandkillthewellcontrolproblemare
evenmoredifficultasaresultoftheflowmechanics.
Other issues thathavebeenreported tobe,notonlydifferent,butmorecrucial forERD
wells than for conventional directional wells include: Survey Accuracy and Target
Definition,Logistics,TimeandCost,HSEIssues,andWellPlanning.Havingestablishedthe
differences in the challenges faced in conventional directional wells as compared to
extended reachwells, the following sectionswillexamine theparameters thathave the
greatestsignificanceinthesuccessorfailureofanERDproject.
3.2WellPlanningandTrajectoryDesign
As is the casewith all drilling operations, detailed engineering preplanning is of critical
importanceinsuccessfullydrillingERDwells.TosuccessfullydrillanERwell,itiscrucialto
beabletoaccuratelypredictthefollowingparametersunderactualdownholeconditions:
1. StaticandDynamicTemperatureProfileintheWell
2. HydraulicPressures
3. AnnularPressureLoss
4. EquivalentCirculationDensity
5. MudRheology
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Theoperational requirements todrillextreme reachwells startwithextensiveplanning.
Well planning is usually an iterative process to determine the optimal balance among
wellpath,fluidandhydraulicrequirements,drillstringdesign,torque&draganalysis,casing
settingdepthetc.The iterativeprocessnotonlycoversthewellpathdesign,butalsothe
operations planning aswell. Thewell design has a large impact on the operation and
planningofERwellsandsincetherearemanyvariablesindesigningawell,suchasKickoff
Point(KOP),DoglegSeverity(DLS),Departure,etc., itbecomesan iterativeprocessaimed
atyieldinganoptimaldesignwhichshouldresultinthesimplestpathwhilestillachieving
allgeologicaltargets.
Inothertoachieveanoptimumwellpath,severalfactorshavetobeconsideredandput
into perspective. Based on reported industry experience gained from earlierwells, and
confirmedduringthedrillingofmorerecentwells,thefollowingaspectsareconsideredto
bekeyfactorsinwellplanning:
WellTrajectory BuildRate SurveyingandTargetSizing
3.2.1WellTrajectoryDesignTodeterminetheoptimumwelltrajectorythatwillachievedirectionalobjectives,themost
critical operations orwellbore characteristics,which are the limiting factors have to be
identified.Thereareseveralapproachestotrajectorydesigntoachievelongreacheswith
the fewest possible limitations on other downhole operations. Table 3.1 is a general
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comparison of the major options while Figure 3.1 is a representation of the various
trajectoryprofiles.
Table3.1:WellTrajectoryOptions,AdvantagesandDisadvantages
Option Advantages Disadvantages
Multiple Build Profile: Rate ofbuild increases with depth inseveral discrete steps totangent angle, hold constanttangentangle
Very long reach, lowtorque/drag values, lowcasingwear
Hightangentangle
BuildandHold:Constantbuildrate to tangent angle, holdconstanttangentangle
Simple, long reachesachievable, low tangentangle
Potentiallyhighcontactforceinbuild(torque,casingwear)
Double Build: Buildholdbuildhold trajectory, can use twodifferent BURs in the buildsections
Very long reaches possiblewith low contact forces inupperbuild
May require deep steering,Highsecondtangentangle
UnderSection: Build and holdwithdeepKOP
Reducing hanging weightbelow build section, reducescontactforceinbuild
High tangent angle, shorterreach
Inverted: Tangent angle abovehorizontal so the wellboreenters the reservoir fromunderneath
Flexibility for multipletargets,avoidsgascap
Higher axial (buckling) loadsto push string uphill, deepsteeringrequired
3D: Any of the above withsignificantazimuthchanges
Flexibility to handle anticollision andmultiple targetrequirements
Morecurvaturemeansmoretorque and drag, deepsteering may be required,shorterreach
Source:BPExtendedReachDrillingGuidelines,1996
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Figure3.1:WellTrajectoryProfiles
3.2.2CatenaryWellDesign
Anotherwellboreprofile,which is frequentlydiscussed, is the catenarywelldesign that
was firstproposedandpatentedbyDaileyPetroleumServices. Inacatenaryprofile, the
rateofinclinationbuildcontinuouslyincreaseswithdepthtomimictheshapeofahanging
cable.Thisdesignstartswithalowbuilduprate(say0.5o1.0o/100ft),andacceleratesto
higherbuildratesastheangleincreases(sayupto4o5o/100ft).Theoretically,acatenary
producesverylowtorqueanddragasaresultoflowcontactforcesbetweenthestringand
thewallof thehole.However, catenarieshavenotbeenwidelyused since creating the
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catenary shape is impractical and costprohibitive even with the most modern BHA
configurations. One of the downsides of the catenary design is that it considerably
increasesboth the tangentangleand theoverall totaldepth. This increasedanglemay
also make wellbore stability more difficult to manage, which in turn can create hole
cleaningproblems.
Inchoosingamongtheseoptions,ausefulconcepttokeepinmindistheCriticalTangent
Angle.Thisanglerepresentsthelimitbeyondwhichatoolwillnotslidedownholeunderits
ownweight,meaningthatitwillhavetobepushedfromabove.TheCriticalTangentAngle
ismathematicallyrepresentedby:
qCos=qSin
Tan= 1(3.1)
Where:
q=Pipebuoyantweight,
=Frictionfactor
=Criticaltangentinclinationangle
Oneapproachtooptimizingthetrajectory istotrytopositiontheKickoffPoint(KOP)so
thatthetangentinclinationequalsthecriticalangle.Ifpossiblegivenotherconstraints,this
willallowlongreacheswithreducedslidingproblems.
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3.3BuildRate
Anextendedreachwellneedsoptimumwelldesignwithrespecttotorqueanddragand
wellbore stability.Utilizing a lowbuild rate is considered tobe very importantboth for
torqueanddragatTD,andforwellborestability intheupperpartofthewell.Dueto its
impact on casing wear and torque and drag, build rate can be viewed as the most
importantconsiderationwhendesigninganextendedreachwellprofile.Whencompared
to a path having a single build rate, a combination of build rates usually offers a
compromise.Areviewofrecordextendedreachwellsshowsthatmostofthewellsbegan
withalowbuildrate,thengraduallysteppinguptoamaximumof1.5/100ft.However,in
situationswheretheTVDofthetargetisshallow,asinglemoreaggressivebuildratemay
be the better option. For extended reach wellpath, the industry is graduallymoving
towardacatenarydesignwhereverylowbuildratesareusedandsailanglesareathigher
anglesasageneraltrend.
3.3.1EffectofBuildRate
Buildratemayhaveamarginaleffectontorqueanddrag levelsforveryhighratiowells.
Thisisduetotheincreasingpercentageofstringweightsupportedonthelowsideofthe
holeresultinginlowertensileforcesatsurface.Howevercontactforcesmaybesufficient
to promote unacceptable casing wear at the higher build rates, especially when well
operations such as extended backreaming are anticipated due to poor primary hole
cleaning.Asaguideline,buildratesinexcessof2.5o/30mmaycauseconcernwithrespect
tohighcontactforces.Ifhigherbuildratesthanthisareplanned,thedifficultyofachieving
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asmoothbuildalsohastobeconsideredwhereanincreasingpercentageofthebuildwill
beperformedwhileslidingandnotrotatingtheassembly.Someotherimportantthingsto
noteaboutbuildrateare:
a) HighReach/TVDratiowellsmaytoleratehighBURbecausethestringtensioninthe
curveislowandmayevenbeinmechanicalcompression.
b) LowReach/TVDratiowellsdonottoleratehighBURsincedrillstringtensioninthe
curveishigher.
c) Highbuildratescancausecasingwearproblems,especiallyinhighReach/TVDratio
wellswheretheremaybehightensile loadsthroughthebuildsectionduringtrips
outoftheholeandbackreaming.
d) LowBURsresultinlowercontactforces.Thistypicallymeanslowercasingwear.
e) Low tortuosity is also achievablewith lowBURs. It tends tobemoredifficult to
maintainlowtortuositywithahighBUR.
f) Generally,withlowerbuildrate,morecanbeachievedwhilerotatingtheassembly
andthusthechancesofachievingthedesiredsmoothbuildwillbegreatest.
3.4HoleSizingandSelection
ThemajorityofERDwellsdrilledaroundtheworlduseacombinationof17,12,and
8holesizes(K&MTechnologies,2003).AccordingtoK&MTechnologies,thereasons
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for this include theavailabilityof toolsandequipment,ability todrill smallerhole sizes,
andsimplythedepthofexperienceinthesesizes.
However,therearesomebenefitsassociatedwithtwostringwelldesignsand97/8holein
particular. In ERD applications where two casings strings can be reliably used to TD,
considerationmaybegiven tousing13and97/8hole sizes (asanalternative to the
traditional17 x 12 x 8design).Thesmallerholesizesrequire lessflowrateto
keepthemclean,ortheycanbecleanedfasterwiththesameflowrate,therebyallowing
for faster penetration rates (97/8 hole has 50% less volume than 12 hole).Where
stabilityisaprimaryconsideration,thesmallerholesizesarealsoinherentlymorestable.
Thedownsideofthisstrategyhowever,isitsinabilitytoaffectpipemovementduringthe
cement job and therefore, limiting the probability for successful zonal isolation. It has
thereforebeensuggestedthatwhendesigninganERDwell,standardholesizesthathave
beenusedinthepastshouldnotjustbeautomaticallyselected.Thisisbecause,theremay
beadvantagesthatmightbegainedbyevaluatingdifferentholesizesandcombinations.
3.5TorqueandDrag
3.5.1Torque
Torqueisarotationalforceanditcanbedescribedastheabilitytoovercomeresistanceto
rotation. Itsmagnitude ismeasuredbymultiplying theperpendicular componentof the
forceappliedbythedistancebetweentheaxisofrotationandthepointwheretheforceis
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applied. Indrillingapplications thisdistancewouldof coursebe thedrillpipe radius.As
depictedbyFigure3.2below,torqueismathematicallyrepresentedas:
Torque=ForcexDistance
Where:d=DrillpipeOD
Figure3.2:DiagrammaticRepresentationofTorqueGeneratingForces
Torquecanalsoberegardedasaforcethatproducestorsionorrotation.Itisgeneratedby
powerequipment from surface,aswellasby frictionworkingagainst thepipe rotation.
Drillstring torque is the force required to rotate the pipe. (Unit: Nm (metric), ftlbs
(imperial)1ftlbs=1.3558Nm).Figure3.2isarepresentationoftheforcesresponsiblefor
creatingtorque.
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OpposingForceDuetoFriction=M
Figure3.3:FrictionalandSurfaceactingforces
RotationalForce=M
Indrillingoperations,thetorqueatthesurfaceisgivenby:
TQ@Surface=TQ@Bit+TQalongthewellbore+MechanicalTQ
Where:
TQ@Bitorbittorque=theproductivecomponentofthetorqueand itdependsonbit
aggressiveness,WOBandbitdiameter.
TQbit=WOB*BitDiameter*BitAggressiveness
TQalongthewellboreorfrictionalstringtorque=theresultoftheinteractionbetween
thedrillstringandtheboreholewall.Itincreaseswithincreasedtorsionalfrictionlossesas
thedrillingprogressesand this isa functionof friction factorandside forces (axial load,
wellprofile ...etc.).MechanicalTorque= isgeneratedby cuttingbeds, stabilizereffects,
linercentralizeretcandisdifficulttoquantify.
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Dependingonwelldesignanddrillingoperation,thetorquewilldevelopindifferentways
alongthewellbore.Analysisandprojectionsoftorqueshouldrecognizethattotalsurface
torqueiscomprisedof:
TotalSurfaceTorque=Stringtorque+Bittorque+Mechanicaltorque+Dynamictorque
Clearly,separatingthesetorquecomponentsallowsmoreaccuratedefinitionoffrictionfor
torqueprojectionsandforprioritizingmeasuresfortorquemanagement.Withtechniques
available for predicting bit torque, the implications of using different bit types can be
assessed.
3.5.2DragDragisaresistanceforcetothemotionofanobjectanditactsintheoppositedirectionof
its axialmovement. It is as a force that resistsmotion along a straight path. In drilling
operations,dragresultsfromcontactbetweendrillstringcomponentsandboreholewall
orcasingas thestringmovesupordown. It isgeneratedby frictionofdrillpipeagainst
holewalloragainst insideofcasing.Dragwillalwaysoperate intheoppositedirectionto
thatinwhichthedrillstringisbeingmoved.Dragisexperiencedasanextraloadoverthe
rotatingstringweightwhentrippingoutofthehole.UnitN(metric),lbsf(imperial)1lbsf
=0.4448N.
Itaccumulatesmainlywhenpickingup,slackingofforduringorienteddrillingwithmotor.
It increaseswith increased hole inclination and curvature due to the gravity effect and
compressionpushingthedrillstringagainstthe lowsideoftheboreholeandduetodrill
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stringtensionpullingupthedrillstringtothehighsideofthehole.Dragistheincremental
force required tomove thepipeupordown in thehole.Figures3.3and3.4 shows the
forcesresponsibleforcausingdrag:
Forcestoliftdrillstring=F OpposingForceDue
toFriction=Drag
Figure3.4:DrillStringOpposingForces
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PickUpForce=Drag+AxialForce
Figure3.5:DragandPickUpForces
Drag=SideForcexFrictionFactor
Dragwhiledrillingawellisaresultofacombinationofseveralfactorslikewellpathdesign,
drilling fluid properties (lubricity),wellbore quality, tortuosity, formation type and drill
stringbuckling.
3.5.3FrictionForces
ThekeyfeaturesofERDarethathorizontaldepartureislongandinclinationishigh.These
typicallygives rise toconsiderable torqueanddrag fordrillstringandcasingstring, thus
makingtorqueanddragamajorlimitationforhorizontalreachinERD.Thisalsomakesthe
effective transmission of drill stringweight and rotation to the Bottom Hole Assembly
(BHA),majorconsiderationsintheplanningofERwells.
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Apuzzlethatstillremainsunansweredinextendedreachdrillingis:Whatmakeshighratio
ERDwellssodifficulttodrill?Theanswer,accordingtoWilliams(2008)isfrictionandhow
besttoovercomeit.
Friction isa functionofbothtorqueanddrag.Fromthedefinitionsabove itcanbeseen
thattorqueistherotationalelementwhiledragistheaxialelement.Torquelossesareof
prime importancewhiledrilling, anddrag losses aremore importantwhile tripping and
running casing strings. Inotherwords:AxialFriction (Drag)actsalong the lengthof the
pipebody(longitudinalaxis)intheoppositedirectiontothedirectionofpipetravel(POOH,
RIH) while Torsional Friction (Torque) acts along the circumference of the pipe body
oppositetothedirectionofrotation.
Whilethereareamyriadofchallenges inERD,minimizingtorqueanddragwhiledrilling,
runningcasing,andduringcompletionscontinuetobeoneofthegreatestchallenges.As
thelengthandpercentageofanywellathighangleincreases,frictionalsoincreasesdueto
the increasedcontactareabetweenany string (drillingorcasing)and thewellborewall.
This is further compounded by themass of this string at high angle. Themeaning and
implicationofthisisthat,whenrunningdrillstringinandoutofthehole,wegettoapoint
where enoughweight (push) from surface cannot be exerted tomove the string. The
conventionalapproachtosolvingthisproblemistorotatesoastoreducedrag.Whilethis
temporarilysolvestheproblem,asdrillingprogresses,wewillreachanotherpointwhere
enoughtorquecannotbegeneratedatthesurfacetoturnthestring.There istherefore,
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theneed to comeupwith techniques to reduce torque anddrag ifwewant to reduce
downtimeandsuccessfullydrillERwells.
3.5.4InfluenceofFrictionFactorFrictionFactor(FF)alsoknownasfrictioncoefficient,expressestherelationshipbetween
theforcesneededtoovercomefrictionalforceandthenormalforceoftheelement. It is
defined by the interaction between twomaterials. Since torque and drag can be the
limiting design parameters, the optimum trajectory design depends heavily on our
representationofwellborefriction.Weusecasedholeandopenholefrictionfactorsinour
torqueanddragstudies,buttheyarenotnecessarilyreflectiveofthecoefficientsofsliding
frictiononemightmeasure ina lab.Friction factorsshould thusbecalculated from field
torqueanddragdatawhichdependuponanumberofconditionsincluding:
o Mudcompositiono Holecleaning(cuttingsbeds)andcuttingtypeo Operationalproceduresandtypeofoperation(e.g.slidingorrotating)o Wellboretortuosityo Formationtype
Thereareseveralissuesthataffectfrictionfactor.Theyinclude:
Drillstinginteractionwithcasingorwithopenhole. TypeofDrillingFluid(WBM,OBM,Foam,Air) Mud rheology and properties, whichmight change while drilling particularly in
HTHPapplications.
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Bythesametoken,therearesomeissuesthatdonotaffectFrictionFactor.Theyinclude:
Drillingmode(WhetherRotatingorSliding) Theloadapplied
ItshouldbenotedthatTorqueandDragpredictionsareonlyasgoodasthefrictionfactors
applied.Thus,itisrecommendedthateachdrillingprojectattheverybeginningestablisha
databaseof local casingandopenhole friction factors for themud typeused.Standard
defaultfrictionfactorshavebeenderived(usingcommerciallyavailablesoftwarepackages)
fromanalysesofwelldatacoveringnormaldrillingoperationsinarangeofwells.
3.5.5TorqueandDragReductionMethods
Therearemanywaystoreducetorqueanddrag.Optimizationofthewellprofile isone.
We should selectwell trajectory thatmakes torque anddrag values as low aspossible.
Mud additives and drillstring tools can also be used to reduce torque and drag.
Constructionofhigherspecificationrigscapableofgeneratingenoughweightandtorque
torunstringsinandoutoftheholeandalsotorotatethepipeisanothertorquereduction
method.
BasedonfieldexperienceandendofwellreportsfromseveralERDprojects,thefollowing
hasbeenrecommendedforreducingtorqueanddrag:
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ToreduceTorque:
UseofalighterBHA,andreducethenumberofHWDPandDC's.MakesurethereisenoughWOBavailable,
Useamudsystemwithlowerfrictionfactor(semioilbasedoroilbased), UseNonRotatingDrillPipeProtectors(NRDPP)forcasedholetorquereductionor
bearingsubforopenholetorquereduction,
Redesign thewellwhenpossibleandconsiderdesignerwellswithcatenarycurvebuildsections(gradualincreaseincurvature).
ToreduceDrag:
Optimizewelltrajectoryanddrillstringdesign InhorizontalwellsuseHWDP/DCneartheverticalsection. Userotarysteerablesystems Usehighpowermotorstoincreasestallingresistance Considercasingflotation.
Mechanical and chemical friction reducers are used by operators to reduce torque and
drag. Rubber element and plastic casing protectors have also been reported to be
successful inreducingtorque.Severaloperatorshavereportedtorquereductionsofover
25%byusingnonrotatingdrillpipeprotectors.Othertorquereductionstrategiesthathave
beenmentionedbyoperatorsincludetorquereductionsubs,beads,anddownholetractor
systems.
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NonRotatingDrillPipeProtectorshavealsobeenused to reduce casingwear.Although
there isasignificant torque reductionwith these tools, there isalsoan increase indrag.
Whenthedrillpipeprotectorsareused,theremustbeacompromisebasedonexpected
requirementsforrotaryororienteddrilling.
Torque andDrag valueswill increasewith thewell length up to the pointwhere a rig
equipmentupgradewillberequired.New techniqueswillalsoberequired.Forexample,
runningthe95/8casinginflotationwillbenecessarybeyondagivendepartureandsailing
angle,whereallavailableweightisabsorbedbythedrag.
3.6EquivalentCirculationDensityManagement
For easy comparison to critical mud density limits, the annulus pressure is often
transformed intoa virtualdensity value calledEquivalentCirculatingDensity (ECD).ECD
canbedefined as theadditional mudweight seenby thehole,due to the circulating
pressurelossesofthefluidintheannulus.
ECD is thedensitya static fluidneeds tohave inorder tocreate the samepressure the
actualfluidcreateswhilecirculatingintheannulusatacertaindepth.Ittakesintoaccount
the influenceofpressure lossesofthefluidflowinguptheannulusaswellaschangesof
thefluidsaveragedensityduetothecuttingsloadintheannulus.
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EquivalentCirculationDensitycanbecalculatedasfollows:
ECD=MW(ppg)+)(*052.0
)(ftTVD
psiPA (3.2)
Where:ECD=EquivalentCirculatingDensity[ppg]
MW=MudWeight[ppg]
PA=MeasuredAnnulusPressure[Psi]
TVD=TrueVerticalDepth[ft]
The principal variable in this equation is annulus pressure loss. This is affected by the
followingfactors:
Drillpipeconfiguration Mudweight Mudrheology Flowrate StringRPM Holecleaningefficiency Tripspeed AnnularClearance
Duringdrilling,themudcolumnpressurehastobecontrolledandregulated.Wedothisby
comparingit(i.e.themudcolumnpressure)tothe:
PorePressureGradient(PPG) FormationBreakGradient(FBG) FracturePressureGradient(FPG)
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Weneedtocontrolthemudcolumnpressurebecause:
1. Wedonotwantporefluidstoentertheborehole
2. Wedonotwanttofracturetheformation
TheECDisusedtoanalyzetherelationshipofthedownholepressuretotheporepressure
and the fracturepressureandhas tobe lookedat inconnectionwithporeand fracture
pressuregradients.Itneedstobeinsidethewindowcreatedbythedifferencebetween
pore and the fracture pressure gradient. If the ECD is lower than the pore pressure
gradient, the well is prone to well control problems. If it is higher than the fracture
pressuregradient,thewellispronetoholestabilityproblems.
A critical ECD issue to lookout forwhendrillingdeviatedwells is the casing shoe ECD,
whichisthepressureatthecasingshoe.Aspreviouslynoted,thisisbecausetheformation
pressure and the pore pressure are a function of the TVD and the pressure drop
contributingtotheECDisafunctionofthemeasureddepth.ThisisexplainedinFigure3.5.
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Figure3.6:CasingShoeECDDetermination
FromFigure3.5,wecanseethatsolvingoneproblembycreatinglowpressureatthebit
willcreateanotherproblem.Wewillbeindangerofcreatingacriticallowpressureatthe
casingshoeasthepressuredropoverthislongdistance(L2)isbiggerthanthechangein
formationpressureoverthisverticaldepth(TVDL1).Fromtheabove,itcanbeseenthat
overarelativelysmallverticaldepthchange,i.e.asmallformationpressurechange,there
isabigECDchange.Thiscouldleadtoacollapsingholeorincomingporefluids.Theriskof
thishappening ismostrelevantatthecasingshoe,sincetheECD(mudpressure) isat its
lowesttherewithoutbeingprotectedbythecasing.
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SomeotherimportantfactstonoteaboutECDare:
1. IfpipeODandwellboreIDdonotchangeandinclinationiszero,ECDisconstant.
2. TheECDincreasesintheopenhole,wheretheannularclearanceislessthaninthe
casing.Ifthewellisverticalandinfinitelylong,theECDwillreachaconstantvalue
again.
3. IfthewellboreIDdoesnotchange,butthedrillstringcontainsdrillcollarswithlarge
OD,theECDincreases.
4. If thewellboreopensup,or if thedrillstringchanges tosmaller IDs, theECDwill
decrease.
5. ECD increaseswith increasing inclination.This isdue to the fact that theannular
pressuredropisafunctionofmeasureddepthwhileECDisafunctionofTVD.
6. Inaverticalwell,ifPressureGradientisconstant,theECDwillbeconstantaswell.
7. IftheopenholehaslargerIDthantheCasingabove,thetotalannularpressuredrop
isless,comparedtoaconventionallydrilledwell.Therefore,theECDisalsoless.
3.6.1EffectsofECD
ECDsaregenerallyamoresignificantissueinERDwellsthanforconventionalwells.Thisis
asaresultoftheirlongmeasureddepthintervalsrelativetotheverticaldepths.Also,ERD
wellsaregenerallyshallowinnature.ThismakesthemparticularlypronetoECDproblems
as their formations are often so shallow as to have very little integrity.Other reasons
include the fact that extended reach wells generally use larger diameter drill pipe to
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combathydraulicsorbucklingproblems; they requiremoreaggressiveparameters (flow
rateandrpm)forholecleaning;andtheyhavelongerexposuretimeswithlongintervals.
SomeoftheeffectsofECDsare:
i. HighECDsincreasetheriskoflostcirculation,especiallywhile(a)drillingthe8or
smallerdiameterhole size,or (b)while runningor circulating long casing strings.
Also,ifECDsarenotminimized,itcouldleadtoreservoirdamage.
ii. Theconstant flexingand relaxingof thewellborewhen thepumpsare turnedon
andoffcan leadtowellbore instability.This isparticularlytrue ifthe formation is
brittle.
iii. Casing collapse can be initiated by ECDswhile running buoyancy assisted casing
stringsonlongdeepERDwells.
3.6.2ECDManagementandControl
Reducing flow rate isgenerally the firstoption ifECDbecomesan issuewhiledrillingan
extended reachwell. It is important that any reduction in flow rate iswithin the hole
cleaninglimitationsofthedrillingsystem.Theminimumallowableflowrateisdependent
onmanyfactors includingmudrheology,RPM,slidefrequency,holesize,ROP,andother
practices.Aswasmentionedearlier,piperotationalsoaffectsECDsespecially inthe8
holeor smaller.Aswith flow rate above, reducingpipeRPM is also anoption to lower
ECDs.
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3.7DrillingHydraulicsandHoleCleaning
Hydraulics calculations are generally carried out to estimate the required rig pumps
capacitytodrilltheobjectivewell.Thedrillinghydraulicsystemisafunctionofthedrilling
fluidcharacteristicsanditsabilitytodeliverefficientdrillingandensurewellboreintegrity
andstability.Thereforetherequiredpumppressuremustbecapableofprovidingtheflow
rateneeded to transport thecuttingsupandoutof thewellbore,aswellasovercoming
theaccumulatedpressure lossesassociatedwith the surfaceequipment, thedrill string,
thebitandtheannulus.
Thehydraulicsapplicationsandanalysesarebasedondrillingfluidbehavior.Thisbehavior
is governed by rheology and hydraulics studies,which interrelate between each other.
Rheology is the study of howmatter (substance) deforms and flows while Hydraulics
describeshowfluidflowcreatesandusespressures.
AsidefromECDManagement,othercriticaldrillingfluidsuccessfactorsintheplanningand
constructionofextendedreachwellsinclude:
BoreholeStabilization HoleCleaning Lubricity
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TheselectionprocessforERDdrillingfluidsmustconsideranumberofcriticalfactors.The
fluidmust:
a) Provideastablewellborefordrillinglongopenholeintervalsathighangles.
b) Maximizelubricitytoreducetoqueanddrag
c) Developproperrheologyforeffectivecuttingstransport
d) Minimizethepotentialforproblemssuchasdifferentialstickingandlostcirculation
e) Minimizeformationdamageoftheproductionintervals
3.7.1FundamentalsofHoleCleaning
Hole angle determines the mechanisms for cutting removal. Figure 3.6 is an angular
depictionofatypicalextendedreachwelltrajectory.
Figure3.7:AngularDepictionofExtendedReachWellTrajectory
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Indeviatedwells,cuttingstendtosettleonthelowsidewallandformcuttingsbeds.These
cuttingsareoftentransportedalongthelowsideoftheholeeitherasacontinuousmoving
bedorinseparatedbeds/dunes.
Holecleaningcanbedividedintothreecategoriesbasedonthewellboreinclination.Figure
3.7belowshowsthemovementofcuttingsinthevariousangularregionsofthewellbore.
From the figure, it is obvious that the cuttings transport, and by extension the hole
cleaningstrategy,willbedifferentforeachinclinationrange.
Figure3.8:CuttingsTransportatDifferentInclinations
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Basedon the following references [AzarandOkrajni,SPE14178;ClarkandBickham,SPE
28306; Saasen and Loklingholm, SPE 74558], the cuttings characteristics of the various
inclinationanglescanbegivenas:
035deg:Cuttingsdonotform
3545deg:Cuttingsbedstarttoform
4565deg:Avalanchingstarts
y 6590deg:Stablebeds
NearverticalWells(0350):CuttingBedsdonotforminthisholesection.Thisisbecause
transportvelocity isgreater thanslipvelocity, thus thecuttingsareeffectivelycarried in
suspension. The annular fluid velocity acts to overcome the cuttings settling force and
there isanetupwardmovementofthecuttings. Holecleaning issimplyprovidedbythe
viscosityand flowrateof thedrilling fluid.When thepumpsare turnedoff, cuttingsare
suspendedbytheviscousdrillingfluid,althoughsomesettlingwilloccurwithtime.
IntermediateAngles(35650):Inthissection,thereisunstable,movingcuttingsbed.This
isbecause transport isvia liftingmechanism. In this inclination range,cuttingsbegin to
form dunes, as thedistance for them to fall to thebottom isnow veryminimal. The
cuttingsmoveuptheholemostlyonthelowside,butcanbeeasilystirredupintheflow
regime. Themost notable feature of this inclination range is thatwhen the pumps are
shutoff,theduneswillbegintoslide(oravalanche)downhole.Thissignificantlychanges
the hole cleaning strategy with respect to the vertical well scenario. Typically most
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problems associated with hole cleaning in deviated wells occur in this section. This is
because;itistheregionwheregravityeffectscancausecuttingsbedstoslumpdownthe
hole.
HighAngles(greaterthan650):Stationarycuttingsbedforminstantaneouslyinthisregion.
This is because transport is via a rollingmechanism. This presents a different set of
operationalcircumstances.Here,cuttingswill fall to the lowsideof theholeand forma
long, continuous cuttingsbed.Allof thedrilling fluidwillmoveabove thedrillpipe,and
mechanical agitation is required to move the cuttings, regardless of the flowrate or
viscosityofthemud.
Toareasonableextent,holecleaningoperationcanberemediedbyagoodcombination
of:
1. AppropriateMudProperties
2. Optimizedwellprofile
3. Standarddrillingpracticesprocedures.
However, continuous ECD measurement remains the best method to monitor hole
cleaningandminimizelostcirculationproblemsorstuckpipe.
3.7.2FactorsAffectingHoleCleaning
Perhaps the singlemost importantaspectofERDwellplanning isensuring that the rigs
pumps, solids control equipment, drillstring components and selectedmud system are
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adequate to keep the hole clean. Hole cleaning is one of the most crucial areas in
successfullydrillinganERDwell.Theparameterswhichaffectholecleaningmorethanany
other(Payneetal,1994);(EckOlsenetal,1994)are:
o FlowRateDeterminestransportandannularvelocityo HoleAngleDeterminesmechanismofremovalo Fluidrheologyandflowregimeo MudDensityo Rateofpenetrationo Drillpiperotationo Geometryo Eccentricityo CuttingsSizeo CuttingsShapeo CuttingsDensityo Formation
3.7.3ConsequencesofPoorHoleCleaning
Cuttings generatedwhile drilling needs to be removed from the hole and transported
throughtheannulustothesurface.Apoorlycleanedholewillleadtoabuildupofcutting
bedsandareduction intheannulusarea.Thismayresult inmanydrillingproblemssuch
as:
i. Formationofastationarycuttingsbed