Minimization of traffic delay in traffic flows with coordinated control

Yuriy Royko, Yurii Yevchuk, R. Bura
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Abstract

The method and results of transport research, carried out by field research method, on the determination of the main indicators of traffic flows with significant unevenness of the movement on the arterial street in conditions of coordinated control is reviewed in the paper. Time parameters of traffic light control for which a reduction in traffic delay is achieved in direct and opposite traffic flow by the change of permissive signal depending on traffic intensity are determined using the simulation method. Change (increase) of the duration of the permissive signal provides uninterrupted movement of vehicles` group during their passage of stop-line at traffic light objects. The proposed method can be used on sections of transport networks with coordinated control, where there is significant heterogeneity of traffic flow, and it prevents the dissipation of groups that consist of vehicles with different dynamic characteristics. Such a result is being performed in the case when in the system of automated control, which combines adjacent intersections on an arterial street, fixed-time program control of traffic light signalization is operating. In this condition, there is a possibility to adjust the duration of signals of traffic light groups by correcting the width (permissive signal duration) and angle of inclination (speed of movement) of the timeline in coordination graphs. The scientific novelty of this research is that the method of traffic delay minimization in conditions of coordinated control acquired further development. The essence of the method is in the controlled change of the range of permissive signal duration in conditions of simultaneous control of the speed of movement between adjacent intersections. Practical value is the application of different programs of traffic light control on sections of arterial streets in transport districts where a significant difference of values of traffic intensity by directions is in morning and evening peak periods.
协调控制下交通流中交通延迟的最小化
本文综述了在协调控制条件下,运用实地调研方法对主干道上运动不均匀性显著的交通流主要指标的确定进行交通研究的方法和结果。利用仿真方法确定了在正、反向交通流中,通过随交通强度变化允许信号来减少交通延迟的红绿灯控制时间参数。改变(增加)通行信号的持续时间,可使车队在通过交通灯目标的停车线时不受干扰。该方法适用于交通流异质性较大的交通网络协调控制路段,防止了由不同动力特性车辆组成的群体的耗散。这样的结果是在自动控制系统中,将主干道上相邻的十字路口结合在一起,运行交通灯信号的定时程序控制。在这种情况下,有可能通过修正协调图中时间线的宽度(允许的信号持续时间)和倾斜角(移动速度)来调整交通灯组的信号持续时间。本研究的科学新颖之处在于协调控制条件下的交通延迟最小化方法得到了进一步的发展。该方法的实质是在同时控制相邻交叉口之间的移动速度的情况下,控制信号允许持续时间范围的变化。实用价值在于不同的交通信号灯控制方案在早晚高峰时段交通强度方向差异显著的交通干道路段上的应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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