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CellularautomationmodelforanalyzCellularautomationmodelforanalyzingcapacityofbranchroadsectionAbstract:Inordertoreducethetrafficpressureofurbanarterialroadwiththerationalutilizationofthebranchroad,thevehiclemeetingbehavioronthebranchroadwithoutdividedlanewasdescribed,andthecellularautomation(CA)modelwasputforwardbyintroducingmeetingbehaviortoreflecttherelationbetweensafemeetingspeedandroadwidth.Thenumericalsimulationresultsdepictseveralrelationcurvesbetweenroadsectioncapacity,speedandroadwidthunderdifferentdirectionaldistributionsoftrafficflow,aswellasthecurvesbetweenthemajorandminordirectionsaturationflow,speedandroadwidth.Theserelationcharacteristicsindicatethatexcepttheone-wayroadsectioncapacityandspeedremainingunchanged,otherroadsectioncapacitiesandspeedsunderdifferentdirectionaldistributionsincreasewiththeincreaseofroadwidth.Onnarrowroad,thetwo-waytrafficcapacityandspeedarelessthanthoseofone-waytraffic;onwideroad,thetwo-waytrafficcapacitydoublesthatofone-waytraffic,buttheirspeedsarealmostthesame.Asthedirectionaldistributionmovestoanevendistributionof50/50,themajordirectionsaturationflowsandspeedsaswellastheminordirectionspeedstendtodecease,whiletheminordirectionsaturationflowtendstoincrease.作者:Author:WANGYing-zi[1]  LONGDong-fang[2]  SHIFeng[3]作者单位:SchoolofTrafficandTransportationEngineering,CentralSouthUniversity,Changsha410075,China;CollegeofCivilEngineering,HunanUniversity,Changsha410082,ChinaChangshaUrbanConstructionTechnologySchool,Changsha410216,ChinaSchoolofTrafficandTransportationEngineering,CentralSouthUniversity,Changsha410075,China期刊:中南大学学报(英文版) EISCIJournal:JournalofCentralSouthUniversityofTechnology(EnglishEdition)年,卷(期):2011, (5)分类号:U491.112Keywords:urbantraffic  roadsectioncapacity  safemeetingspeed  cellularautomationmodel  机标分类号:U49TN9机标关键词:analyzing    model    direction    trafficcapacity    sim