Coordinated Optimization of Signal Timing for Intersections with Dynamic Shared Through- and Right-Turn Lanes

Zhe Zheng;Jian Yuan;Kun An;Nan Zheng;Wanjing Ma
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Abstract

Through and right-turn shared lanes are widely designed to increase the capacity of through traffic, but they can also cause delays for right-turn vehicles. This study presents a dynamic control method for a shared lane that prioritizes right-turn vehicles at the beginning of the cycle and subsequently allows through traffic to queue in the shared lane for saturated discharge. The traffic wave model is employed to reveal the dynamics of the traffic flow under this control and to derive the relationships among major traffic parameters. Constrained by the major relationship, a linear programming approach to minimize the total queue length is developed to determine the proper values of control parameters, including the shared area length, subordinate signal time lag, and shared or exclusive duration. A sensitivity analysis of the control parameters for different arrival rates and flow ratios is performed. Comparisons are conducted among the dynamic shared lane, the fixed exclusive lane, and the fixed shared lane. The results show that the dynamic control method results in a lower delay for both through and total traffic.
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动态共享直行和右转车道交叉口信号配时的协调优化
通行和右转共用车道的设计广泛用于提高通行能力,但也会造成右转车辆的延误。本研究提出了一种共用车道的动态控制方法,在周期开始时优先考虑右转车辆,随后允许直行车辆在共用车道上排队等候饱和放行。研究采用交通波浪模型来揭示这种控制下的交通流动态,并推导出主要交通参数之间的关系。在主要关系的约束下,开发了一种线性规划方法来最小化总排队长度,从而确定控制参数的适当值,包括共享区域长度、从属信号时滞以及共享或独占持续时间。对不同到达率和流量比的控制参数进行了敏感性分析。对动态共享车道、固定独享车道和固定共享车道进行了比较。结果表明,动态控制方法可降低直通和总流量的延迟。
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