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基于激波分析理论的交通拥堵传播和消散机理研究 被引量:2

A Shock Wave Theory Based Analysis of Propagation and Dissipation Mechanism of Traffic Congestion
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摘要 交通拥堵传播和消散机制的研究是解决城市拥堵问题的核心基础工作。三角形基本图是一种广泛使用的宏观交通流模型,在该模型中有两种特征线,前置波和后置波。前置波表示畅通交通流的动态演化进程,后置波表示拥堵交通流的动态演化进程。当畅通交通流与拥堵交通流交叉时会形成一条激波带,激波带分离了两种交通状态,且以一定的速度向上游和下游传播。拥堵的传播和消散本质上是激波的传播。最后,以一数字算例,分析了由下游瓶颈造成的拥堵向后传播的规律以及瓶颈能力恢复后拥堵消散的规律。 Studies on the propagation and dissipation mechanism of traffic congestion are the core and foundation of efforts in dealing with urban traffic congestion.Triangular fundamental diagram is a widely used model to describe the macroscopic traffic flow.The model is composed of two characteristics curves: a forward wave and a backward wave.The forward wave indicates the dynamic process of the evolution of unobstructed traffic flow whereas the backward wave indicates the dynamic process of the evolution of congested traffic flow.When the unobstructed and the congested traffic flows cross over,a shock wave belt will be generated which separates the two traffic statuses and propagates simultaneously upstream and downstream at certain speed.Therefore,the propagation and dissipation of congestion is in nature the propagation of the shock wave.Finally,in a numerical example,the paper analyzes the patterns for the backward propagation of the congestion after the formation of the downstream bottleneck and the dissipation of the congestion once the bottleneck is unclogged.
作者 邓文 陶茂华
出处 《物流技术》 北大核心 2012年第4期71-73,101,共4页 Logistics Technology
基金 中央高校基本科研业务费专项资金(2009YJS040)
关键词 三角形基本图 拥堵传播 激波理论 交通拥堵 消散机理 triangular fundamental diagram propagation of congestion shock wave theory traffic congestion dissipation mechanism
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参考文献11

  • 1臧华,彭国雄.高速道路异常状况下车辆排队长度的预测模型[J].交通与计算机,2003,21(3):10-12. 被引量:22
  • 2Lighthill M J;Whitham G B.On kinematic waves:Ⅱ.A theory of traffic flow on longcrowded roads,1955.
  • 3Daganzo C F.The cell transmission model:a dynamic representation of highway traffic consistent with the hydrodynamic theory[J],1994(04).
  • 4Newell G F.A simplified theory ofkinematic waves in highway traffic,part I:General Theory,1993(04).
  • 5Coifman B.Estimatingtravel times and vehicle trajectories on freeways using dual loop detectors,2002(04).
  • 6Herremra J C;Bayen A M.Incorporation of Lagrangian measurements in free-way traffic state estimation,2010(04).
  • 7Transportation Research Board.Traffiic flow Theory,1979.
  • 8Greenshields B D.A study of traffic capacity,1935.
  • 9Greenberg H.An analysis of traffic Flow,1959.
  • 10Underwood R T.Speed,volume and density relationships,1961.

二级参考文献4

  • 1杨晓光 王一如 杭明升 等.先进的高速公路紧急救援管理系统[A]..中国公路学会' 2000学术交流论文集[C].,..
  • 2蒋璜 任福田 肖秋生 等.交通流理论[M].北京:人民交通出版社,1983..
  • 3Yang Xiaoguang , ZengSong, Yang Peikon. Traffic Incident Control and Management System for Urban Expressway. The 5th world Congress on Intelligent Transport System, 1998.
  • 4郭冠英,邹智军.道路阻塞时的车辆排队长度计算法[J].中国公路学报,1998,11(3):92-95. 被引量:18

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