{"title":"A NEW MULTI-CLASS CONTINUUM MODEL FOR TRAFFIC FLOW","authors":"A. K. Gupta, V. K. Katiyar","doi":"10.1080/18128600708685665","DOIUrl":null,"url":null,"abstract":"In this paper, we propose a new continuum model and study some qualitative properties. The new model contains an additional speed gradient term (anisotropic term) in comparison to Berg's model (Berg et al., 2000, Physical Review E, 61, 1056–1066). This anisotropic term guarantees the property that the characteristic speeds can be made less than or equal to the macroscopic flow speed. We extend this model for multi-class traffic flow with heterogeneous drivers. Each user class is characterized by their choice of speeds in a traffic stream. The choice of the speed of a particular user class at any location on the highway is affected by the presence of all user class on that location. Numerical simulations show that the model is able to explain some of the observed traffic phenomena such as platoon dispersion that challenge old homogeneous models presented in the literature.","PeriodicalId":49416,"journal":{"name":"Transportmetrica","volume":"3 1","pages":"73 - 85"},"PeriodicalIF":0.0000,"publicationDate":"2007-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1080/18128600708685665","citationCount":"140","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Transportmetrica","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/18128600708685665","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 140
Abstract
In this paper, we propose a new continuum model and study some qualitative properties. The new model contains an additional speed gradient term (anisotropic term) in comparison to Berg's model (Berg et al., 2000, Physical Review E, 61, 1056–1066). This anisotropic term guarantees the property that the characteristic speeds can be made less than or equal to the macroscopic flow speed. We extend this model for multi-class traffic flow with heterogeneous drivers. Each user class is characterized by their choice of speeds in a traffic stream. The choice of the speed of a particular user class at any location on the highway is affected by the presence of all user class on that location. Numerical simulations show that the model is able to explain some of the observed traffic phenomena such as platoon dispersion that challenge old homogeneous models presented in the literature.
本文提出了一种新的连续介质模型,并研究了一些定性性质。与Berg的模型相比,新模型包含了一个额外的速度梯度项(各向异性项)(Berg et al., 2000, Physical Review E, 61, 1056-1066)。这个各向异性项保证了特征速度可以小于或等于宏观流动速度的性质。我们将该模型扩展到具有异构驾驶员的多类别交通流中。每个用户类别的特征是他们在流量流中选择的速度。在高速公路上的任何位置上,特定用户类别的速度选择受到该位置上所有用户类别的存在的影响。数值模拟表明,该模型能够解释一些观测到的交通现象,如队列分散,这挑战了文献中提出的旧的均匀模型。