武汉理工大学学报(交通科学与工程版)2024,Vol.48Issue(6) :1081-1088.DOI:10.3963/j.issn.2095-3844.2024.06.010

低频轨迹数据驱动的交叉口信号控制参数估计

Estimation of Intersection Signal Timing Parameters Based on Low Frequency GPS Trajectory Data

易小迪 罗莹 谢柏洋
武汉理工大学学报(交通科学与工程版)2024,Vol.48Issue(6) :1081-1088.DOI:10.3963/j.issn.2095-3844.2024.06.010

低频轨迹数据驱动的交叉口信号控制参数估计

Estimation of Intersection Signal Timing Parameters Based on Low Frequency GPS Trajectory Data

易小迪 1罗莹 2谢柏洋1
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作者信息

  • 1. 重庆交通大学交通运输学院 重庆 400074
  • 2. 北京工业大学城市交通学院 北京 100000
  • 折叠

摘要

文中基于低频和稀疏的GPS轨迹数据提出一种新的信号控制参数估计方法.基于车辆轨迹数据周期性聚合中存在的分布模式差异,提出一种投影累计密度曲线法估计信号周期,并基于蒙特卡罗模拟得到正确估计周期所需的最小样本量.在时距图中利用交叉口不同相位的消散冲击波与对应流向进口道停车线的交点的相对位置关系,估计信号交叉口相位组织,以及各相位的有效绿灯时间.通过实际和仿真数据综合进行验证,结果表明:所建立的模型仅用几十条低频轨迹数据便可获得较高的估计精度,优于现有方法.

Abstract

A new estimation method of signal control parameters based on low frequency and sparse GPS trajectory data was proposed.Based on the difference of distribution patterns in periodic aggrega-tion of vehicle trajectory data,a projection cumulative density curve method was proposed to estimate the signal period,and the minimum sample size required for correct estimation of the period was ob-tained based on Monte Carlo simulation.In time-distance graph,the phase organization of signalized intersection and the effective green time of each phase are estimated by using the relative position rela-tionship between the intersection of the dissipated shock wave in different phases and the correspond-ing stop line flowing to the entrance.Through the comprehensive verification of actual and simulation data,the results show that the established model can obtain higher estimation accuracy with only doz-ens of low-frequency trajectory data,which is better than the existing methods.

关键词

城市交通/累计密度曲线/GPS轨迹数据/蒙特卡洛模拟/信号配时参数估计

Key words

urban transportation/cumulative density curve/GPS trajectory data/train/monte carlo simulation/signal timing parameter estimation

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出版年

2024
武汉理工大学学报(交通科学与工程版)
武汉理工大学

武汉理工大学学报(交通科学与工程版)

CSTPCD
影响因子:0.462
ISSN:2095-3844
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