Green Wave Coordinate Control Method for Arterial Traffic Based on Traffic Wave Theory

Da-Yi Qu, Meng-fei Wan, Zi-lin Wang, Xiang-hua Xu, Jin-zhan Wang
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引用次数: 4

Abstract

To achieve green wave traffic and improve the operational efficiency of arterial traffic, this study considers the relevance of intersections and optimizes four trunk optimal control parameters, namely, signal cycle, phase sequence, split, and offset from the perspective of coordination. On the basis of traffic wave theory, vehicle queuing is explained, and the internal mechanism of green wave traffic in a large flow by-wire system is determined. An offset optimization model is established to avoid the queuing of vehicles at the downstream intersection. We select 13 intersections along Coastal Road in Qingdao City as the research object and then use optimization schemes to verify the feasibility of the arterial coordinated control optimization method and the practicability of the established model. Results indicate that cycle, phase sequence, split, and offset are important indicators of arterial coordination optimization control. Moreover, remarkable results are obtained with the optimization of the intersection offset optimization model based on traffic wave theory for the optimization of total travel time and the number of stopping vehicles.
基于交通波理论的干线交通绿波协调控制方法
为了实现绿波交通,提高干线交通的运行效率,本研究考虑了交叉口的相关性,从协调的角度对信号周期、相序、分流、偏移四个干线最优控制参数进行了优化。在交通波理论的基础上,对车辆排队进行了解释,确定了大线控流系统中绿波交通的内在机制。建立了避免下游交叉口车辆排队的偏移优化模型。选取青岛市沿海道路沿线13个交叉口作为研究对象,通过优化方案验证了主干道协调控制优化方法的可行性和所建模型的实用性。结果表明,周期、相序、分裂和偏移是动脉协调优化控制的重要指标。并对基于交通波理论的交叉口偏移量优化模型进行了优化,对总行程时间和停车车辆数量进行了优化,取得了显著的效果。
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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