bridging in extended bore-holes英文资料

bridging in extended bore-holes英文资料

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时间:2019-07-06

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1、JournalofPetroleumScienceandEngineering156(2017)594–604ContentslistsavailableatScienceDirectJournalofPetroleumScienceandEngineeringjournalhomepage:www.elsevier.com/locate/petrolComputersimulationofresistanceforcemitigationthroughcurvaturebridginginextendedbore-holes*V.I

2、.Gulyayev,E.N.Andrusenko,S.N.GlazunovDepartmentofMathematics,NationalTransportUniversity,SuvorovStreet,1,01010,Kiev,UkraineARTICLEINFOABSTRACTKeywords:Asisshowninscientificliterature,thecurvaturediscontinuityofabore-holetrajectorycanbeoneofthemostDirectedbore-holeinfluent

3、ialfactorsingenerationoffrictionforcesresistingtomotionofdrillstrings.ToavoidthecurvatureDrillstringdiscontinuitiesbetweenthebore-holesections,curvature-bridgecurvesintheshapeofclothoidspiralswereCurvaturediscontinuityproposedfortheirsmoothing.Inthispaper,itisshownthati

4、fthetransientclothoidcurveisshort,thecubicClothoidparabolabridgecanbesubstitutedforit.AsdemonstratedbelowwiththeuseoftheelaboratedstiffstringdragSplineinterpolationandtorquemodel,thiscurvehassimplergeometryandissuitableforuseofsplineapproximations.Theimpactofthecurvatur

5、ebreaksmoothingontheresistanceforcesreductionisinvestigatedfortrippinginandoutoperationsanddifferentregimes,simulatingdrillingprocedure.Thecasesofpuresliding,purerotationandtheircombi-nationsareconsideredforthe2Dand3Dmodelsofthebore-holetrajectories.1.Introductionthecl

6、othoidcurvaturebeginswithzeroatthestraightsection(atthetangentpoint)andincreaseslinearlywithitscurvelength;Theproblemofdesignofcurvilineartrajectoriesascombinationsofatthepointwheretheclothoidmeets(touches)thecircularcurve,itssimplestcurvesegmentshasimportantapplicatio

7、nsinengineering.Itiscurvaturebecomesequaltocurvatureofthelatter.conceivablethatthemostimportantandillustrativequestionsofthisdirectionarerelatedtothetransporttechnology,namely,inthedesignofTheclothoidoutlineisrepresentedintheintegralform(Abramowitztracktrajectories.Ifav

8、ehicletravelingonarectilinearroadinstantlyandStegun,1972):proceedstoatangentialcircumferentialtrack,itundergoe

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