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考虑拖延行为的排队长度模型研究 被引量:1

Back of Queue Model Based on Dragging Behavior of Vehicles
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摘要 HCM2000 Back of Queue模型(BQ模型)的计算值比实际调查值偏大,而且模型关于排队车辆的界定不能保证现场调查的客观性。提出了车辆拖延行为的定义,分析了拖延行为使BQ模型偏大的2种情况。建立了拖延行为模型,将车辆减速-停车等待-加速过程转化为温和减速-低匀速-温和加速的3阶段模型。通过低匀速行驶时间与停车时间之间的关系,可以得到车辆发生拖延行为的条件。建立了考虑拖延行为的排队长度与BQ模型之间的关系,并以首辆拖延车辆能否通过交叉口以及饱和度是否大于1为判别条件,提出了排队长度修正模型。通过实例验证了修正模型的可行性,而且修正模型可以保证现场调查的客观性和可操作性。 A major improvement in HCM 2000 is the introduction of Back of Queue model (BQ model) for signalizod intersection. However,estimation values by BQ model are larger than survey values; and the judgments about queued vehicles would be invalid comparing to field survey, The definition of dragging behavior of vehicles was given. The reasons for overestimation of BQ models were analyzed and could be classified into 2 cases.The dragging behavior model was presented in which the deceleration-wait-acceleration proeess was transformed into mild deceleration-slow driving-mild acceleration process. The occurrence condition for dragging behavior could be obtained according to the relationship between slow driving time and waiting time. The revised BQ model was proposed under 3 conditions about if the first dragging vehicle could pass the intersection and if the saturation degree is larger than 1.0, An example was given to indicate the applicability of the revised BQ model and its benefits to field surveys.
作者 李淑娟 王炜
出处 《公路交通科技》 CAS CSCD 北大核心 2007年第2期108-113,共6页 Journal of Highway and Transportation Research and Development
关键词 拖延行为 排队长度模型 溢出 拖延模型 饱和度 dragging behavior back of queue model overflow dragging model saturation degree
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参考文献5

  • 1CINDY MYSTKOVSKI,SAROSH KHAN.Estimating Queue Length Using SIGNAL94,SYCHRO3,TRANSYTY-7F,PASSER Ⅱ-90 and CORSIM[C] // Transportation Research Board.Paper Submitted for Publication and Presentation at the 78th Transportation Research Board Annual Meeting.Washington D C,USA:1998.
  • 2RAHMI AKCELIK.HCM 2000 Back of Queue Model for Signalized Intersections[C] //Akcelik and Associates Pty Ltd.Melbourne Australia:2001.
  • 3Transportation Research Board.National Research Council.Highway Capacity Manual 2000[M].Washington D C,USA:Transportation Research Board,2000.
  • 4RAHMI AKCELIK.Progression Factors in the HCM 2000 Queue and Delay Models for Traffic Signals[C] //Akcelik and Associates Pty Ltd.Melbourne Australia:2001.
  • 5RAHMI AKCELIK.On the Validity of Some Traffic Engineering Folklore[C] //Akcelik and Associates Pty Ltd.Canberra Australia:2000.

同被引文献5

  • 1RAHMI AKCELIK.HCM 2000 Back of Queue Model for Signalized Inter sections[C] //Akcelik and Associates Pty Ltd.Melbourne,Australia:2001.
  • 2Transportation Research Board.National Research Council.Highway Capacity Manual 2000[M].Washington D C,U S A:Transportation Research Board,2000.
  • 3RAHMI AKCELIK,MARK BESLEY.Acceleration and Deceleration Models[C]//Akcelik and Associates Pty Ltd.Melbourne,Australia:2001.
  • 4RAHMI AKCELIK.On the Validity of Some Traffic Engineering Folklore[C]//Akcelik and Associates Pty Ltd.Canberra,Australia:2000.
  • 5RAHMI AKCELIK.Progression Factors in the HCM 2000 Queue and Delay Models for Traffic Signals[C]// Akcelik and Associates Pty Ltd.Mdbourne,Australia:2001.

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