首页> 外文期刊>Transportation research. Part C, Emerging Technologies >A Virtual Vehicle Probe Model For Time-dependent Travel Time Estimation On Signalized Arterials
【24h】

A Virtual Vehicle Probe Model For Time-dependent Travel Time Estimation On Signalized Arterials

机译:信号动脉随时间变化的虚拟车辆探测模型

获取原文
获取原文并翻译 | 示例
       

摘要

Estimation of time-dependent arterial travel time is a challenging task because of the interrupted nature of urban traffic flows. Many research efforts have been devoted to this topic, but their successes are limited and most of them can only be used for offline purposes due to the limited availability of traffic data from signalized intersections. In this paper, we describe a real-time arterial data collection and archival system developed at the University of Minnesota, followed by an innovative algorithm for time-dependent arterial travel time estimation using the archived traffic data. The data collection system simultaneously collects high-resolution "event-based" traffic data including every vehicle actuations over loop detector and every signal phase changes from multiple intersections. Using the "event-based" data, we estimate time-dependent travel time along an arterial by tracing a virtual probe vehicle. At each time step, the virtual probe has three possible maneuvers: acceleration, deceleration and no-speed-change. The maneuver decision is determined by its own status and surrounding traffic conditions, which can be estimated based on the availability of traffic data at intersections. An interesting property of the proposed model is that travel time estimation errors can be self-corrected, because the trajectory differences between a virtual probe vehicle and a real one can be reduced when both vehicles meet a red signal phase and/or a vehicle queue. Field studies at a 11-intersection arterial corridor along France Avenue in Minneapolis, MN, demonstrate that the proposed model can generate accurate time-dependent travel times under various traffic conditions.
机译:由于城市交通流量的中断性,估算随时间变化的动脉旅行时间是一项艰巨的任务。许多研究工作已致力于该主题,但是由于信号交叉口的交通数据的可用性有限,它们的成功是有限的,并且大多数只能用于离线目的。在本文中,我们描述了由明尼苏达大学开发的实时动脉数据收集和存档系统,然后介绍了一种使用存档的交通数据估算与时间相关的动脉行程时间的创新算法。数据收集系统同时收集高分辨率的“基于事件”的交通数据,包括环路检测器上的所有车辆启动以及来自多个交叉路口的每个信号相位变化。使用“基于事件”的数据,我们通过跟踪虚拟探测车来估计沿动脉的时间相关旅行时间。在每个时间步中,虚拟探测器都有三种可能的操作:加速,减速和无速度变化。机动决策由其自身的状态和周围的交通状况决定,可以根据交叉路口的交通数据的可用性进行估算。提出的模型的一个有趣的特性是行驶时间估计误差可以自我校正,因为当两个车辆都遇到红色信号相位和/或车辆排队时,可以减小虚拟探测车与真实探测车之间的轨迹差异。在明尼苏达州明尼阿波利斯市France Avenue的一个11个交叉路口的动脉走廊进行的野外研究表明,所提出的模型可以在各种交通条件下产生准确的时变行驶时间。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号