摘要
在分析传统交叉口交通信号控制模式的基础上,对目前热议的基于综合待行区的交通信号控制方法进行了研究。重点对该方法的工作原理、控制参数、停车线位置选取进行了研究,以最大通行流量为目标函数,分析了相位顺序及配时的设计原则,通过对比仿真案例交叉口运行前后的实测数据,结果表明基于综合待行区的交通信号控制较传统控制方法具有较大的优势。
Based on the analysis of traditional intersection traffic signal control mode, this paper studies the current traffic signal control method based on the comprehensive waiting area. The working principle, control parameters and stop line position selection of this method are emphatically studied. Taking the maximum traffic flow as the objective function, the design principles of phase sequence and timing are analyzed. According to the measured data before and after the comparison of the simulated intersection operation, the result shows that the more traditional control method of traffic signal based on the comprehensive waiting area has the greater superiority.
出处
《城市道桥与防洪》
2018年第7期261-264,共4页
Urban Roads Bridges & Flood Control
关键词
综合待行区
信号控制
相位顺序
最优配时
comprehensive waiting area
signal control
phase sequence
optimal timing