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考虑有左转专用信号灯的交叉口车辆延误模型与算法 被引量:2

Models and Algorithm of Delay in Vehicle Motion at Intersections with Left-Turning Traffic Lights
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摘要 近年来 ,国内大中城市有些重要交叉口安装了左转专用信号灯 ,对这种路口的交通流分析迄今尚不多见 .有鉴于此 ,此文提出了有左转专用信号灯的交叉口车辆延误模型 ,详细分析了不同车道的车辆通过最大排队断面到达停车线及通过停车线时的随机过程 ,并由此得到相应的车头时距分布 .在非饱和状态下 ,当左转交通量比较大时 。 In recent years, left turning traffic lights have been installed at some main intersections in large and medium sized cities in China. However, studies on traffic flow around this kind of intersection are rare. In this paper, a model of the delay in vehicle motion at an intersection with left turning lights is established, and stochastic process of vehicle motion analyzed in details. In doing so, the vehicle motion from different lanes passing through the cross section at queue's end and stop lines is taken into account. The corresponding distribution of time headway is calculated. The results show that the presented model can be used to evaluate the average delay in vehicle motion when the flow of left turning vehicles is relatively large.
出处 《上海大学学报(自然科学版)》 CAS CSCD 2002年第4期362-366,共5页 Journal of Shanghai University:Natural Science Edition
基金 国家自然科学基金 (19872 0 421993 2 0 2 0 )资助项目
关键词 左转专用信号灯 交叉口 车辆延误模型 交通流 车头时距 随机分布 平均延误模型 vehicle delay left turning traffic flow queue time headway stochastic distribution
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参考文献3

  • 1杨小光 杨佩昆.信号灯控制交叉冲突点车辆延误模拟算法.第一届海峡两岸都市交通学术研讨会资料[M].上海,1993.1-7.
  • 2刘灿齐.交通流的基本参数:博士学位论文[M].同济大学,1995,12..
  • 3杨小光.信号灯控制交叉口交通阻尼状态分析研究:硕士学位论文[M].同济大学,1991,12..

同被引文献5

  • 1[2]S Gary Spring,Andrew Thomas.Double Left-turn Lanes in Medium-size Cities[J].Journal of Transportation Engineering,1999,125(2):138-143.
  • 2[3]Transportation Research Board.Highway Capacity Manual[R].Washington,D.C:National Research Council,1994.
  • 3[4]R Akcelik.SIDRA for the Highway Capacity Manual[A].The Institute of Transportation Engineering.Compendium of Technical Papers[C].Orlando:The Institute of Transportation Engineering,1990.210-219.
  • 4[5]David L Gueil.Additional Through Lanes at Signalized Intersection[J].Journal of Transportation Engineering,1983,109(4):499-505.
  • 5邵长桥,任福田,杨振海.路口拓宽条件下的均匀延误计算模型[J].公路交通科技,2001,18(5):75-77. 被引量:2

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