您好,欢迎访问三七文档
当前位置:首页 > 商业/管理/HR > 人事档案/员工关系 > Fluent软件在地表水源热泵系统温排水数值模拟中的运用黄晓武
Fluent*111211111.5410042.430074FluentFluent、。2.0×103m3/h、4℃1℃150.4m1℃1525m28.59%。1℃W=Q×ΔT19.402m3·℃/s17.736m3·℃/s。。FluentAPPLICATIONSTUDYOFFLUENTSOFTWAREINTHERMALDISCHARGENUMERICALSIMULATIONOFSURFACE-WATERRESOURCEHEATPUMPHuangXiaowu1TianJing1ZhangYuanyuan1KongShuqiong2HongNian1LiuJie1LuoYang1GuChen11.TheGuangxiKeyLaboratoryofEnvironmentalEngineeringProtectionandAssessmentGuilinUniversityofTechnologyGuilin541004China2.SchoolofEnvironmentalStudiesChinaUniversityofGeosciencesWuhan430074ChinaAbstractFluentsoftwarewasusedtomaketwo-dimensionalnumericalsimulationontheprocessofthetailwaterdischargedintothereceivedwaterofthewaterresourceheatpumpofRuianNewWorldAreaofHualongBridgeonJialingRiverinChongqing.Throughstudyingthesteadyflowprocessinthemodelbyusinguncoupledimplicitsolversthetemperaturerisingareaandtemperaturegradientoftheinfluencingwaterheadweregot.Theresultsshowedthatastheflowofthermaldischargewas2.0×103m3/handthetemperaturedifferencewas4℃themostinfluencedistancealongtheflowdirectionwas150.4mmoreoverthewaterareawas1525m2iftemperatureofthewaterrose1℃whichwas8.59%areaofthesimulationriveracreage.ThisarticleintercalatetheboundarycontrolvalueofthetemperaturerisingareawithonedegreeintheconditionofmostlypollutedaccordingtotheformulaofW=Q×ΔTtheenvironmentalheatcapacitywas19.402m3·℃/sfurthermoretheresidualenvironmentalheatcapacitywas17.736m3·℃/s.Accordingtothewaterenvironmentqualitystandardthecapacityofthethermaldischargewasunderthereceivedwaterandtherewasnothermalpollutiontotheecologicalenvironmentofthereceivedwater.KeywordsFluentsoftwaresurface-waterresourceheatpumptwo-dimensionalnumericalsimulationthermaldischarge*2008ZX07317-02-03GuiKeRen2007-71。1。2。。、、。Fluent0220116293DOI:10.13205/j.hjgc.2011.03.001。Fluent。11.1Fluent、CFD。FluentGambitFluent3。GambitFluent4-5。Fluent、、、、。1.2L×B×H=200m×80m×10m2000.00m3/h0.8m/s。。Vr=Zr1/2Qr=LrZr1.5Qr、Lr、Zr、6。Lr=50Zr=62.45734.85。0.76L/s0.33m/s。20mmQ=ΠR2×V0.61m/s。1Density1000kg/m3Cp4216ThermalConductivity0.667Viscosity8×10-4。2Inlet1VelocityMagnitude0.8m/s0.33m/sTemperature300KTurbulenceIntensity8%HydraulicDiameter160cm。3inlet2VelocityMagnitude0.61m/sTemperature304KTurbulenceIntensity8%HydraulicDiameter2cm。4Outletoutflow。1.3FluentGambitFluent、7-8。inlet1、outletinlet2。1℃9200m。W=Q×ΔT。GB3838—2002《》10。2400cm×160cm640001cm2。inlet1160cmoutlet160cminlet22cm。50。Y300.00K300.20K。300.094K。300.000K304.000K。121220116293。1。2。。。1Fluent2Fluent3。3301.00K-40cm300.00K。、。31℃。45。3Fluent。51℃1.0℃。4Fluent5Fluent4。。27.00℃31.00℃555.56L/s2.80℃1.5℃0.19m21.0℃0.55m21℃150.4m16.5m38.7m。1.5℃475.00m22.97%1℃1525m28.59%。1.0℃。22201162932.0×103m3/h4℃1℃8.59%。1℃9W=Q×ΔT19.402m3·℃/s17.736m3·℃/s。3。2.0×103m3/h、4℃1℃150.4m14.5m35.7m1℃1525m28.59%。1℃19.402m3·℃/s17.736m3·℃/s。8.59%。。1RyanP.ThedevelopmentofnewenvironmentalpoliciesandprocessesinresponsetoacrisisthecaseofthemultiplebarrierapproachforsafedrinkingwaterJ.EnvironmentalScience&Policy201013535-548.2ChuaKJChouSKYangWM.AdvancesinheatpumpsystemsAreviewJ.AppliedEnergy2010873611-3624.3.FLUENTM.2008.4.FluentJ.20091095-97.5.FLUENTM.2009.6.J.20102116-120.7FluentInc.FluentuserDefinedFunctionManualM.FluentInc.2003.8FluentInc.Fluent6.3user'sguideM.FluentInc2006.9ErhanPSalihCKursatUetal.ExperimentalstudyofhorizontalgroundsourceheatpumpperformanceformildclimateinTurkeyJ.Energy2009341284-1295.10GB3838—2002S.2002.54100412934E-mailxwhuang2010@gmail.com2010-10-18櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅櫅123、、。1.M.200730-36.2.J.200225448-49.3.J.200323112-15.4.J.2001213144-148.5.-J.200323535-37.6.J.2003346316-318.7.J.200524451-53.100102C71701084766236E-mailyuding@yudwater.com2010-11-223220116293
本文标题:Fluent软件在地表水源热泵系统温排水数值模拟中的运用黄晓武
链接地址:https://www.777doc.com/doc-6537023 .html