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Travel Time Model of Left-Turning Vehicles at Signalized Intersection

机译:信号交叉口左转车辆行驶时间模型

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摘要

The travel time of left-turning vehicles at signalized intersection was discussed. Under the assumption that the opposing through vehicles headway follows M3 distribution, the travel time model was established on the basis of gap theory and queue theory. Comparison was done with the common model based on the assumption that the opposing through vehicles headway follows negative exponential distribution. The results show that the model in this paper has stronger applicability and its most relative error is less than 15%. In addition, the sensitivity analysis was done. The results show that the opposing through flow rate has significant impact on travel time. The impact of left-turning flow rate and following headway is light when the opposing through flow rate is small, the threshold is about 0.18 veh/s. The model established in this paper can well calculate travel time of left-turning vehicles at intersection, and the methodology may provide reference to other occasions.
机译:讨论了左转车辆在信号交叉口的行驶时间。在假设对面直通车行进遵循M3分布的前提下,基于间隙理论和排队理论建立了行驶时间模型。基于以下假设,对通用模型进行了比较:通行车辆的相对行驶距离呈负指数分布。结果表明,该模型具有较强的适用性,最大相对误差小于15%。另外,进行了敏感性分析。结果表明,相反的直通流量对行程时间有重大影响。当反向通过流量较小时,左转流量和跟随车距的影响很小,阈值约为0.18 veh / s。本文建立的模型可以很好地计算出交叉路口左转车辆的行驶时间,该方法可为其他场合提供参考。

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  • 来源
    《Mathematical Problems in Engineering》 |2012年第2期|p.809-818|共10页
  • 作者单位

    School of Management, Harbin Institute of Technology, Harbin 150050, China School of Automobile Engineering, Harbin Institute of Technology, Weihai, China;

    School of Automobile and Traffic Engineering, Heilongjiang Institute of Technology,Harbin 150050, China;

    School of Automobile Engineering, Harbin Institute of Technology, Weihai, China;

    School of Automobile Engineering, Harbin Institute of Technology, Weihai, China;

    School of Automobile Engineering, Harbin Institute of Technology, Weihai, China;

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