节点文献

An Improved General Bidirectional Progression Model for Arterial

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 郭亚娟杨立才郝慎学郜军

【Author】 GUO Yajuan;YANG Licai;HAO Shenxue;GAO Jun;School of Control Science and Engineering,Shandong University;School of Traffic and Logistics Engineering,Shandong Jiaotong University;Hisense Trans Tech Co.,Ltd.;

【机构】 School of Control Science and Engineering,Shandong UniversitySchool of Traffic and Logistics Engineering,Shandong Jiaotong UniversityHisense Trans Tech Co.,Ltd.

【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.

【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.

【基金】 the Natural Science Foundation of Shandong Province(No.ZR2014FM022)
  • 【文献出处】 Journal of Shanghai Jiaotong University(Science) ,上海交通大学学报(英文版) , 编辑部邮箱 ,2017年06期
  • 【分类号】U491
  • 【下载频次】37
节点文献中: 

本文链接的文献网络图示:

本文的引文网络