An Improved General Bidirectional Progression Model for Arterial

doi:10.1007/s12204-017-1892-7

上海交通大学学报（英文版） ›› 2017, Vol. 22 ›› Issue (6): 697-704.doi: 10.1007/s12204-017-1892-7

An Improved General Bidirectional Progression Model for Arterial

GUO Yajuan1,2 (郭亚娟), YANG Licai1* (杨立才), HAO Shenxue1 (郝慎学), GAO Jun3 (郜军)

(1. School of Control Science and Engineering, Shandong University, Jinan 250061, China; 2. School of Traffic and Logistics Engineering, Shandong Jiaotong University, Jinan 250357, China; 3. Hisense TransTech Co., Ltd., Qingdao 266071, Shandong, China)

出版日期:2017-12-01 发布日期:2017-12-03
通讯作者: YANG Licai (杨立才) E-mail: yanglc@sdu.edu.cn

An Improved General Bidirectional Progression Model for Arterial

GUO Yajuan1,2 (郭亚娟), YANG Licai1* (杨立才), HAO Shenxue1 (郝慎学), GAO Jun3 (郜军)

(1. School of Control Science and Engineering, Shandong University, Jinan 250061, China; 2. School of Traffic and Logistics Engineering, Shandong Jiaotong University, Jinan 250357, China; 3. Hisense TransTech Co., Ltd., Qingdao 266071, Shandong, China)

Online:2017-12-01 Published:2017-12-03
Contact: YANG Licai (杨立才) E-mail: yanglc@sdu.edu.cn

摘要/Abstract

摘要： Optimal control of arterial signals is critical for the effective operation of urban road network. With the goal of providing reasonable allocation of bidirectional green time while maximizing general bidirectional traffic progression along the arterial, this paper develops an improved general bidirectional coordinated progression model for arterial based on Maxband model. In the model, a proportional coefficient of bidirectional bandwidth demands is introduced and calibrated by adopting average link queue occupancy. The calibration method takes full account of actual traffic volume and capacity of each link, which helps to provide optimal control performance. Additionally, new constraints are added into the model and enable the model with two features: it can automatically select two-way or one-way progression, and the involved intersection unit can be either one-phase-one-approach or bidirectional symmetric release mode. The results of extensive simulation studies indicate that the improved model outperforms existing methods, markedly increasing the utilization of available bidirectional green time.

关键词: arterial signal control, two-way progression, hybrid release, average link queue occupancy

Abstract: Optimal control of arterial signals is critical for the effective operation of urban road network. With the goal of providing reasonable allocation of bidirectional green time while maximizing general bidirectional traffic progression along the arterial, this paper develops an improved general bidirectional coordinated progression model for arterial based on Maxband model. In the model, a proportional coefficient of bidirectional bandwidth demands is introduced and calibrated by adopting average link queue occupancy. The calibration method takes full account of actual traffic volume and capacity of each link, which helps to provide optimal control performance. Additionally, new constraints are added into the model and enable the model with two features: it can automatically select two-way or one-way progression, and the involved intersection unit can be either one-phase-one-approach or bidirectional symmetric release mode. The results of extensive simulation studies indicate that the improved model outperforms existing methods, markedly increasing the utilization of available bidirectional green time.

Key words: arterial signal control, two-way progression, hybrid release, average link queue occupancy

中图分类号:

U 491

GUO Yajuan1,2 (郭亚娟), YANG Licai1* (杨立才), HAO Shenxue1 (郝慎学), GAO Jun3 (郜军). An Improved General Bidirectional Progression Model for Arterial[J]. 上海交通大学学报（英文版）, 2017, 22(6): 697-704.

GUO Yajuan1,2 (郭亚娟), YANG Licai1* (杨立才), HAO Shenxue1 (郝慎学), GAO Jun3 (郜军). An Improved General Bidirectional Progression Model for Arterial[J]. Journal of Shanghai Jiao Tong University (Science), 2017, 22(6): 697-704.

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