Spatiotemporal intersection control in a connected and automated vehicle environment

被引:178
作者
Feng, Yiheng [1 ]
Yu, Chunhui [2 ,3 ]
Liu, Henry X. [1 ,3 ]
机构
[1] Univ Michigan, UMTRI, Ann Arbor, MI 48109 USA
[2] Tongji Univ, Minist Educ, Key Lab Rd & Traff Engn, Shanghai, Peoples R China
[3] Univ Michigan, Dept Civil & Environm Engn, Ann Arbor, MI 48109 USA
关键词
Connected and automated vehicle; Traffic signal control; Vehicle trajectory control; Delay and emission reduction; OPTIMIZATION; ARTERIAL;
D O I
10.1016/j.trc.2018.02.001
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
Current research on traffic control has focused on the optimization of either traffic signals or vehicle trajectories. With the rapid development of connected and automated vehicle (CAV) technologies, vehicles equipped with dedicated short-range communications (DSRC) can communicate not only with other CAVs but also with infrastructure. Joint control of vehicle trajectories and traffic signals becomes feasible and may achieve greater benefits regarding system efficiency and environmental sustainability. Traffic control framework is expected to be extended from one dimension (either spatial or temporal) to two dimensions (spatiotemporal). This paper investigates a joint control framework for isolated intersections. The control framework is modeled as a two-stage optimization problem with signal optimization at the first stage and vehicle trajectory control at the second stage. The signal optimization is modeled as a dynamic programming (DP) problem with the objective to minimize vehicle delay. Optimal control theory is applied to the vehicle trajectory control problem with the objective to minimize fuel consumption and emissions. A simplified objective function is adopted to get analytical solutions to the optimal control problem so that the two-stage model is solved efficiently. Simulation results show that the proposed joint control framework is able to reduce both vehicle delay and emissions under a variety of demand levels compared to fixed-time and adaptive signal control when vehicle trajectories are not optimized. The reduced vehicle delay and CO2 emissions can be as much as 24.0% and 13.8%, respectively for a simple two-phase intersection. Sensitivity analysis suggests that maximum acceleration and deceleration rates have a significant impact on the performance regarding both vehicle delay and emission reduction. Further extension to a full eight-phase intersection shows a similar pattern of delay and emission reduction by the joint control framework.
引用
收藏
页码:364 / 383
页数:20
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