首页|基于自然驾驶轨迹数据的城市快速路小型车辆换道特性分析

基于自然驾驶轨迹数据的城市快速路小型车辆换道特性分析

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跟驰和换道是交通流理论重要的研究方向,换道行为涉及因素较跟驰行为更为复杂.当前基于国外公开轨迹数据集的换道特性分析很难涵盖符合中国驾驶人特性的换道行为特性,同时国内外数据集采集来源多集中在高速公路上,未考虑不同道路类型对换道行为特性的影响.为研究中国典型城市道路车辆换道行为特性,采用无人机对武汉城市快速路直行路段交通流进行拍摄,获取符合中国城市道路特性与驾驶人特性的自然驾驶数据,并对数据集进行换道识别与参数提取,在此基础上进行了换道行为特性分析.无人机所采集视频包含小型车辆8 609辆,依据车辆所在车道编号是否发生变化以及变化次数作为换道车辆识别标准,共提取6 897辆跟驰车辆轨迹数据(车辆所在车道编号无变化)以及1 712辆单次换道车辆轨迹数据(车辆所在车道编号仅发生一次变化).基于所提取跟驰车辆轨迹数据获取道路交通流平均速度与车辆平均跟车间距等指标,从而对交通流实时运行状态进行分析;基于所提取的车辆单次换道轨迹数据,采用固定时间窗口作为判断换道起终点的依据,在此基础上获取车辆换道纵向位移与换道启动时与周边车的时距,并结合交通流实时运行状态进行换道行为安全分析.通过对所获取的跟驰与换道交通特征参数进行分布拟合与统计分析,结果显示道路交通流速度均值为19.257 1m/s,车辆跟车间距均值为45.910 7m,车辆换道纵向位移均值为115.515m,车辆换道启动时与周边车时距分布均符合对数正态分布.其中换道车辆与目标车道前车时距均值显著高于初始车道前车时距均值.同时发现,在与目标车道后车时距较小时,仍有一部分驾驶人选择换道,这体现了部分驾驶人激进的驾驶行驶.本研究可为分析中国城市快速路上的换道特性以及开发适用于中国交通特点的换道行为模型提供参考.
Analysis of Small Vehicle Lane-Changing Characteristics of Urban Expressway Based on Naturalistic Driving Trajectory Data
Car following and lane changing are important research directions in traffic flow theory,and the factors involved in lane changing behavior are more complex than following.The current analysis of lane-changing charac-teristics based on foreign public trajectory datasets can hardly cover the lane-changing behavior characteristics in line with Chinese drivers,and at the same time,most of the domestic and foreign dataset collection sources are con-centrated on highways,which does not consider the influence of different road types on the characteristics of lane-changing behavior.In order to study the characteristics of vehicle lane-changing behavior on typical urban roads in China,an unmanned aerial vehicle(UAV)was used to photograph the traffic flow on the straight section of the urban expressway in Wuhan,to obtain the natural driving data in line with the characteristics of urban roads and drivers in China,and to perform lane-changing identification and parameter extraction on the dataset.The vid-eo captured by the UAV contains 8 609 small vehicles,and based on whether the lane number where the vehicle is located changes and the number of changes as the recognition standard for lane-changing vehicles,a total of 6 897 vehicle trajectory data are extracted from the following vehicles(no change in the lane number where the vehicle is located),and 1712 single lane-changing vehicle trajectory data are extracted(the lane number where the vehicle is located changes only once).Based on the extracted trajectory data of the following vehicles,obtain the average speed of the road traffic flow and the average distance between the following vehicles,so as to analyze the re-al-time operation state of the traffic flow;based on the extracted trajectory data of the single lane-changing vehi-cles,adopt a fixed time window as the basis forjudging the starting and ending points of the lane-changing,and on this basis,obtain the longitudinal displacement of the vehicle changing the lane and the distance between it and the neighbor vehicles when the lane-changing is started,and the safety of lane-changing behavior is analyzed by com-bining with the real-time operation state of the traffic flow.The safety analysis of lane-changing behavior is carried out by combining the real-time operation status of traffic flow.Through the distribution fitting and statistical analy-sis of the obtained traffic parameters of following and lane changing,the results show that the average value of road traffic speed is 19.257 1 m/s,the average value of vehicle following distance is 45.910 7 m,the average value of vehicle longitudinal displacement is 115.515 m,and the distribution of the distance between the vehicle and periph-eral cars at the time of lane changing is in line with the lognormal distribution.Among them,the average value of the lane change vehicle time distance from the vehicle in front of the target lane is significantly higher than the aver-age value of the vehicle time distance from the vehicle in front of the initial lane.It is also found that some drivers still choose to change lanes when the distance from the rear vehicle in the target lane is small,which reflects the ag-gressive driving of some drivers.This study can provide a reference for analyzing the characteristics of lane-chang-ing on urban expressways in China and developing a lane-changing behavior model suitable for Chinese traffic char-acteristics.

Traffic engineeringUrban expresswayLane-changing characteristics analysisTraffic flow theory

李阳钊、陈海华、黄申春、曹光、曹博、梁之遥、雷剑、贺宜

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武汉理工大学智能交通系统研究中心 武汉 430063

交通信息与安全教育部工程研究中心 武汉 430063

广东省交通集团有限公司 广州 510550

广东省高速公路营运管理协会 广州 510550

澳门科技大学创新工程学院 澳门 999078

中国电信(澳门)有限公司 澳门 999078

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交通工程 城市快速路 换道特性分析 交通流

2024

交通信息与安全
武汉理工大学 交通计算机应用信息网

交通信息与安全

CSTPCD北大核心
影响因子:0.598
ISSN:1674-4861
年,卷(期):2024.42(5)