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基于车辆轨迹重构的信号交叉口延误提取研究
引用本文:张惠玲,刘晓晓,许裕东.基于车辆轨迹重构的信号交叉口延误提取研究[J].交通运输系统工程与信息,2020,20(2):237-243.
作者姓名:张惠玲  刘晓晓  许裕东
作者单位:1. 山地城市交通系统与安全重庆市重点实验室,重庆 400074;2. 重庆交通大学交通运输学院,重庆 400074
基金项目:国家自然科学基金/ National Natural Science Foundation of China(51508061);重庆市自然科学基金面上项目/ Natural Science Foundation of Chongqing, China(cstc2019jcyj-msxmX0786);山地城市交通系统与安全重庆市重点实验室开放基金/Open Fund of Chongqing Key Lab of Traffic System and Safety in Mountain Cities(2018TSSMC03).
摘    要:通过信号交叉口设置的监控设施,获取停车线前f 辆车的相关信息,以其为分析数据源,重构车辆运行轨迹,提取信号交叉口的延误参数. 对于轨迹重构中车辆运行时减速、停车、启动,以及恢复正常行驶速度等关键时间点的确定方法为:借助前f 辆车的停车时间信息和车辆到达概率分布函数,确定后续车辆的停车时间;结合车辆减速过程满足的双曲正弦函数,确定经历排队车辆的减速时间点;以前f 辆车的启动时间为输入,借助饱和车头时距,计算车辆启动时间点;根据车辆加速满足的匀变加速过程,确定车辆恢复正常行驶速度的时间点. 最后,通过实际车辆轨迹数据验证了该方法的精度.

关 键 词:交通工程  信号交叉口  车辆运行关键点  轨迹重构  车辆延误  
收稿时间:2019-12-13

Delay Extraction Based on Vehicle's Trajectory Reconstruction at Signalized Intersection
ZHANG Hui-ling,LIU Xiao-xiao,XU Yu-dong.Delay Extraction Based on Vehicle's Trajectory Reconstruction at Signalized Intersection[J].Transportation Systems Engineering and Information,2020,20(2):237-243.
Authors:ZHANG Hui-ling  LIU Xiao-xiao  XU Yu-dong
Institution:1. Chongqing Key Lab of Traffic System & Safety in Mountain Cities, Chongqing 400074, China; 2. College of Traffic & Transportation, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:Taking the first f- th vehicles' information under the monitoring camera facility at the signalized intersection as the data input, this paper reconstructs the trajectory of the vehicles, and extracts the delay information. The calculation method on the key time points in the vehicle's trajectory reconstruction, including the initial deceleration time, stopping time, start-up time and recovery time, is described as follows. With the first f-th vehicles' stopping time and the vehicle's arrival distribution function, the following vehicle's stopping time can be deduced; with the vehicles' deceleration procedure fitted as the hyperbolic sine function, using this function and the stopping time, the deceleration time can be calculated; using the first f-th vehicles' start-up time and the saturation headway, the following vehicle's start- up time can be determined; and using the uniform variable acceleration procedure, the recovery time can be calculated. Lastly, the accuracy of the method has been verified through the real vehicle's trajectory data.
Keywords:traffic engineering  signalized intersection  vehicle running critical point  trajectory reconstruction  delay extraction  
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