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山区公路回头曲线的车道偏移行为与自由行驶轨迹模型
引用本文:陈莹,王晓辉,张晓波,陈海源,徐进,杜志刚.山区公路回头曲线的车道偏移行为与自由行驶轨迹模型[J].交通运输工程学报,2022,22(4):382-395.
作者姓名:陈莹  王晓辉  张晓波  陈海源  徐进  杜志刚
作者单位:1.武汉理工大学 交通与物流工程学院,湖北 武汉 4300632.中铁第四勘察设计院集团有限公司,湖北 武汉 4300633.重庆交通大学 山区复杂道路环境“人-车-路”协同与安全重庆市重点试验室,重庆 400074
基金项目:国家重点研发计划2018YFB1600500铁四院科学技术研究项目2019K091-1
摘    要:为揭示山区公路回头曲线路段的车道偏移行为和轨迹特征,建立了自由行驶轨迹模型;在一条山区复杂线形公路上开展了实车驾驶试验,使用高精度车载设备收集自然驾驶状态下的车辆行驶轨迹、速度和偏移数据;基于轨迹相对位置曲线定义了回头曲线路段左右转车辆的自由行驶轨迹模式;以曲线转角180°为界,建立了回头曲线路段车辆相对位置拟合模型,设计了基于偏移量的自由行驶轨迹计算方法,并以其他道路的回头曲线作为算例进行模型验证。研究结果表明:回头曲线左转车辆呈现出4种轨迹模式,右转车辆呈现出3种轨迹模式;车辆轨迹在回头曲线的入弯、弯中和出弯阶段均出现了较大的偏移,偏移量大于40%,此时车身侵占对向车道,不同的轨迹模式具有不同的偏移特征;不同位置所对应的速度与偏移量的分布较离散,当速度折减小于6.5 km·h-1时,驾驶人可以通过占用对向车道来降低回头曲线行驶时的速度折损;基于横向偏移量建立的不同曲线转角下的轨迹拟合模型中,当回头曲线转角约为180°时,拟合模型的精度最大,左转拟合精度介于0.90~0.97,右转拟合精度介于0.65~0.97;当回头曲线转角大于180°时,拟合模型最大拟合精度0.97发生在右转,当回头曲线转角小于180°时,拟合模型最大拟合精度0.89发生在左转。可见,本文建立的轨迹模型具有较强的适用性,可为山区公路回头曲线的行驶轨迹预测提供手段和方法。 

关 键 词:交通安全    山区公路    回头曲线    车道偏移    轨迹预测    轨迹模型
收稿时间:2022-02-26

Lane offset behavior and free driving trajectory model of hairpin curves of mountain roads
CHEN Ying,WANG Xiao-hui,ZHANG Xiao-bo,CHEN Hai-yuan,XU Jin,DU Zhi-gang.Lane offset behavior and free driving trajectory model of hairpin curves of mountain roads[J].Journal of Traffic and Transportation Engineering,2022,22(4):382-395.
Authors:CHEN Ying  WANG Xiao-hui  ZHANG Xiao-bo  CHEN Hai-yuan  XU Jin  DU Zhi-gang
Institution:1.School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, Hubei, China2.China Railway Siyuan Survey and Design Group Co., Ltd., Wuhan 430063, Hubei, China3.Chongqing Key Laboratory of "Human-Vehicle-Road" Cooperation and Safety for Mountain Complex Environment, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:A free driving track model was built to reveal the behavior of lane offset and the characteristics of vehicle tracks in hairpin curves of mountain roads. A real vehicle driving test was carried out on a complex mountainous linear road, and high-precision onboard equipment was used to collect vehicle track, speed, and offset data under natural driving conditions. By the relative position curves of the tracks, the free driving track patterns of left- and right-turning vehicles in the hairpin curves were defined. With the curve angle of 180° as the boundary, the fitting model of the relative position of a vehicle in a hairpin curve was constructed, and the calculation method of the free driving track based on the offset was designed. The model was verified by the examples of hairpin curves on other roads. Research results show that the left-turning vehicles in the hairpin curves have four track patterns, while the right-turning vehicles have three track patterns. The vehicle track has large offsets in the entrance, middle part, and exit of the hairpin curves, with an offset of more than 40%. As the opposite lane is occupied by vehicles, different offset features are presented for different track patterns. The distributions of speed and offset corresponding to different positions are discrete, and when the speed compensation is less than 6.5 km·h-1, the driver can reduce speed loss in the hairpin curve by occupying the opposite lane. Among the track fitting models built on the basis of the lateral offset under different curve angles, the highest accuracy of the models can be achieved when the hairpin curve angle is about 180°, with the fitting precision for left-turning vehicles between 0.90-0.97 and that for right-turning vehicles between 0.65-0.97. When the hairpin curve angle is greater than 180°, the maximum fitting precision of the fitting models is 0.97, and can be observed in the case of right-turning vehicles. When the hairpin curve angle is less than 180°, the maximum fitting precision of the fitting models is 0.89, and can be observed in the left-turning case. Therefore, the proposed track model has strong applicability and can provide means and method for driving track prediction in hairpin curves of mountain roads. 
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