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ID:31948817
大小:7.12 MB
页数:55页
时间:2019-01-29
《多匝道系统的流量优化配置》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、AbstractW池therapiddevelopmentofthesocialeconomyinrecentyears,thecontradictionbetweentheincreasingtrafficdemandsandtherelativelagofthetransportationconstructionhasbeenaprominentworldwideproblem.Inordertoeffectivelyutilizethelimitedtrafficresourcesandad
2、optthescientifictheorytoguide锄cdesignandconstruction,麟cflowtheoryresearchemerges硼thetimesrequire.Theaimoftrafficflowresearchistoestablishthetl'a伍cflowmodelswhichcandescribethegeneralcharacteristicsofrealtrafficsituationsandrevealthebasicrulesoftraffic
3、flow,aswellastoseekoptimizingcontrolmethodstoalleviatetrafficcongestion,inhopetoprovideaguidanceforthetransportdepartmentstobetterplan,designandimprovethe碱cnetworkcontrollingsystem.Tl斌iccongestionisusuallycausedbytrafficbottleneckintherealtrafficsitua
4、tion.Amongthevarioustypesofbottlenecks,on-rampsandoff-rampsaretheimportanteomposidonoftrafficsystems,whichinteract、)17i血the缸alticflownearthebottleneck.Therampbottleneckinteractionsnotonlydeterioratethe蛐ccapacitybutalsoinducemanycomplicatedphenomena.In
5、thispaper,weestablishedthecellularautomatatra伍cflowmodelsofmultiplerampssystems(multipleconsecutiveon-rampssystem,themixedrampssystemwithanoff-ramp)basedonthefamousNaSehmodel.TheTrafficbehaviourseal-theramphavebeeninvestigatedbynumericalsimulationanda
6、nalytical。analysis.Somequalitativeadvicesandsuggestionsaremadetoll'affiCprojectcontrolandIrafficmanagementrules.Thecontentsofthepaperareasfollows:1.Westudytheinteractionbetweeneachon-rampinmultipleconsecutiveon-.rampssystemandassignthefixedtotalon-ram
7、pinflowtoeachon-rampSOastomaximizehighwaycapacity.Firstlywestudytrafficflowonahighwaywiththl℃econsecutiveon-rampsbyusingtheNagel-Schreekenbergmodel,whichisageneralizationofourpreviousworkconcerningwithhighwaywithtworamps.Westillfocusonhowtoimprovethes
8、ystemcapacitybyassigning锄cdemandtothethreeramps.Itisshownthatwhenallrampsareinfreeflowandthemainroadupstreamoftherampsisincongestion,assigningahighestproportionofthedemandtotheupstreamon-ramp,andlowestproportionofthedemandtothedownstreamon—ram
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