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车辆排队间距对交叉口通行能力的影响
引用本文:吴潜蛟,罗向龙,武奇生,潘若禹.车辆排队间距对交叉口通行能力的影响[J].公路交通科技,2009,26(12).
作者姓名:吴潜蛟  罗向龙  武奇生  潘若禹
作者单位:1. 长安大学,信息工程学院,陕西,西安,710064
2. 长安大学,电子与控制工程学院,陕西,西安,710064
3. 西安邮电学院,陕西,西安,710121
基金项目:陕西省自然科学基金资助项目 
摘    要:对交叉口车辆队列的启动离去过程建立运动学方程,研究交叉口等待车辆的车间距与通过时间的相互关系,进一步分析影响交叉口通行能力的其他因素.分析发现:车辆队列的间距过小或过大均可导致交叉口通行能力下降.最后,通过理论分析和仿真试验表明,当问距在4~8 m之间时,可有效降低等待队列长度及车辆通过交叉口的启动延时时间,从而最大可能提高交叉口通行能力.

关 键 词:交通工程  队列模型  运动学方程  信号交叉口通行能力  间距

Impact of Vehicle Headway on Intersection Capacity
WU Qianjiao,LUO Xianglong,WU Qisheng,PAN Ruoyu.Impact of Vehicle Headway on Intersection Capacity[J].Journal of Highway and Transportation Research and Development,2009,26(12).
Authors:WU Qianjiao  LUO Xianglong  WU Qisheng  PAN Ruoyu
Abstract:The kinematic equation of the starting and leaving process of vehicle queue at intersection was established to analyse the relationship between headway and pass-through time at intersection as well as the other factors which affect the intersection capacity. The analytical and simulation results show that (1) too small or too large headway will result in capacity reduction; (2) when the headway is 4 ~ 8 m, the queue length of vehicles waiting for pass-through the intersection and the start-up delay time can be reduced effectively to improve the intersection capacity to the utmost extent.
Keywords:traffic engineering  vehicle queuing model  kinematic equation  signal intersection capacity  headway
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