Self-organizing traffic signals using secondary extension and dynamic coordination

被引:58
作者
Cesme, Burak [1 ]
Furth, Peter G. [2 ]
机构
[1] AECOM, Arlington, VA 22201 USA
[2] Northeastern Univ, Dept Civil & Environm Engn, Boston, MA 02115 USA
基金
美国国家科学基金会;
关键词
Self-organizing signals; Actuated control; Secondary extension; Dynamic coordination; Transit signal priority; Arterial coordination; PRIORITY; ARTERIAL; TIME;
D O I
10.1016/j.trc.2014.08.006
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
Actuated traffic signal control logic has many advantages because of its responsiveness to traffic demands, short cycles, effective use of capacity leading to and recovering from oversaturation, and amenability to aggressive transit priority. Its main drawback has been its inability to provide good progression along arterials. However, the traditional way of providing progression along arterials, coordinated-actuated control with a common, fixed cycle length, has many drawbacks stemming from its long cycle lengths, inflexibility in recovering from priority interruptions, and ineffective use of capacity during periods of oversaturation. This research explores a new paradigm for traffic signal control, "self-organizing signals," based on local actuated control but with some additional rules that create coordination mechanisms. The primary new rules proposed are for secondary extensions, in which the green may be held to serve an imminently arriving platoon, and dynamic coordination, in which small groups of closely spaced signals communicate with one another to cycle synchronously with the group's critical intersection. Simulation tests in VISSIM performed on arterial corridors in Massachusetts and Arizona show overall delay reductions of up to 14% compared to an optimized coordinated-actuated scheme where there is no transit priority, and more than 30% in scenarios with temporary oversaturation. Tests also show that with self-organizing control, transit signal priority can bernore effective than with coordinated-actuated control, reducing transit delay by about 60%, or 12 to 14 s per intersection with little impact on traffic delay. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1 / 15
页数:15
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