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1、河北工業(yè)大學(xué)碩士學(xué)位論文投棄式海流剖面儀探頭運(yùn)動(dòng)特性數(shù)值模擬研究姓名:張瑞申請(qǐng)學(xué)位級(jí)別:碩士專(zhuān)業(yè):化工過(guò)程機(jī)械指導(dǎo)教師:陳文義;劉寧201105投棄式海流剖面儀探頭運(yùn)動(dòng)特性數(shù)值模擬研究iiNUMBERICALNUMBERICALNUMBERICALNUMBERICALSIMULATIONSIMULATIONSIMULATIONSIMULATIONRTARTARTARTAONONONONMOVEMENTMOVEMENTMOVEMENTMO
2、VEMENTACTERISTICACTERISTICACTERISTICACTERISTICOFOFOFOFTHETHETHETHEXCPXCPXCPXCPPROBEPROBEPROBEPROBEABSTRACTABSTRACTABSTRACTABSTRACTTheXCPprobehasanimptantstrategicsignificanceinthenationaleconomysocialdevelopmentmilitary.
3、Atthebeginningof21centurythedomesticbegantoresearchtheXCPprobemeasurementstechnologybutthereisnoreptontheunderwatermovementpropertiesofnumericalsimulationexperimentalresearchofXCPprobeinChinathewaterflowacteristicsofsimu
4、lationstudiesaboutXCPprobeareseldomreptedonabroad.InthispaperthestudyaboutthemovementacteristicshydrodynamicacteristicoftheXCPprobewereinvestigatedsystematicallyusingtheCFDtechnologyestablishtheprobehydrodynamicacteristi
5、cstudyofnumericalsimulationmethodwithcommercialsoftwareFluent.Thestudyprovidethereferenceontheprobestructureoptimizationseatestdataanalysisnewjettisonprobe.ThispaperanalyzesthejettisonMarineprobesnumericalsimulationtechn
6、ologyoffluidacteristicschoosinganumericalsimulationmethodverifythemethodTheresearchcontentasfollows:(1)AcquiredthedepthtimecurvesReynoldsnumberresistancecoefficientcurvethetestdataconsistentwiththissimulationmethodtoveri
7、fythecrectness.(2)TheprobestructuraldesignisreasonableaccdingtotheXCPprobeflowfielddistribution.Thearcofprobeheadstypedesignplaysanimptantroleonfallingspeedalthoughthetailofprobesacrificesthefallingspeedwhileitcanensurep
8、robestableplummetedstance.(3)AttackAnglecansignificantlychangetheflowfieldofsymmetry.010AngleofattackXCPprobedragcoefficientliftcoefficientincreaseswithincreasingattackAngle1026AngleofattackXCPprobeliftcoefficientswithat
9、tackAngleincreasesresistancecoefficientincreaseswhiletheoverallincreaseinlocalreduceappearedintheprocess28Angleofattackoccuraroundflowseparationwhenmethan28Angleofattackprobeafterinstability.(4)Theflowfielddistributionpr
10、obeofdragcoefficientlimitspeedvaluesunderdifferentspeedswereobtainedunderrotatingcodinatesrotation.RotationwillmakeprobethewholeflowincreasesthecircumferentialvelocitycomponentreduceprobefallingspeedExchangewiththerotati
11、ngspeedproberesistancecoefficientwillincreasethelimitsofunderwaterstablemovementspeedwhendecreases.Lowspeedprobefallingspeeddecreasesarenotobviouswhenabove15rsspeedprobefallingspeedpedissignificant.(5)Theinfluenceonhydro
12、dynamicacteristicofXCPprobeunderdifferentseawaterdensitiesisobviousbuttheinfluenceofdifferenttemperaturecanbeigned.Basedonthehydrodynamicacteristicwkrequirementtheoptimumstructuralparameterswereobtained:(1)theprobeheadra
13、diandesignf27degreesbywhichthewaterintheprobehastheleastresistancecanreachalargerspeed.(2)electrodeinstallationlocationshouldasfaraspossibleinfrontintermediateconduitmaximumlimitsignaldisttion.(3)probewhereaboutsspeedof1
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