吉林大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (1): 76-84.doi: 10.13229/j.cnki.jdxbgxb201601012

• 论文 • 上一篇    下一篇

环形交叉口的所有进口道适时交通信号控制策略

徐洪峰, 章琨, 姚荣涵   

  1. 大连理工大学 交通运输学院,辽宁 大连 116024
  • 收稿日期:2014-05-16 出版日期:2016-01-30 发布日期:2016-01-30
  • 作者简介:徐洪峰(1978-),男,副教授,博士.研究方向:交通组织、管理与控制.E-mail:hfxu@dlut.edu.cn
  • 基金资助:

    国家自然科学基金项目(61374193); 教育部人文社会科学研究青年基金项目(13YJCZH213)

Control strategy of full metering signalization at roundabout

XU Hong-feng, ZHANG Kun, YAO Rong-han   

  1. School of Transportation and Logistics, Dalian University of Technology, Dalian 116024, China
  • Received:2014-05-16 Online:2016-01-30 Published:2016-01-30

摘要:

以中大型环形交叉口为研究对象,针对传统的个别进口道适时交通信号控制策略适用范围窄、难以避免环道全局死锁的问题,提出了一种所有进口道适时交通信号控制策略。该策略要求全面监测进口道和环道的交通运行状态,面向所有进口道适时实施交通信号控制,预设了3种交通运行组织方式,采用模块化设计并以交通事件为驱动机制,能够及时预判并彻底消除环道全局死锁的可能性,动态调整交通运行组织方式以及交通信号灯色的显示时间,主动适应机动车交通负荷水平的连续变化。仿真实验结果显示,该控制策略在较低和中等机动车交通负荷水平下具有良好的性能,较高机动车交通负荷水平下相对较差的性能预示着继续提升环形交叉口的交通控制等级的必要性。

关键词: 交通运输系统工程, 环形交叉口, 让行规则控制, 交通信号控制, 微观交通仿真

Abstract:

Traditional metering signalization is designed for individual entry at roundabout with unbalanced vehicular demands, which could fail to avoid circulatory roadway from locking up. A new control strategy of full metering signalization at roundabout is proposed which can be used for multilane roundabout. Traffic detectors are placed on each approach and the circulatory roadway to detect time headways and occupancy times. Metering signals are installed on each approach and are used on a part-time basis. Metering signal operations can be managed in three modes. Four function modules driven by traffic events are designed to avoid circulatory roadway from locking up. These modules satisfy different levels of vehicular demands by dynamically changing the mode of metering signal operation and the durations of different color signals. VISSIM simulation results show that good performance of proposed full metering signalization is obtained in low and medium load demand scenarios. The poor performance in heavy load demand scenarios indicates the necessity to implement full signalization on every approach and on the circulatory roadway.

Key words: engineering of communication and transportation system, roundabout, yield rule control, traffic signal control, microscopic traffic simulation

中图分类号: 

  • U491.2
[1] Federal Highway Administration. Roundabouts: an informational guide[R]. Turner Fairbank Highway Research Center, McLean, VA, 2000.
[2] Akcelik R. Roundabout metering signals: capacity, performance and timing[C]//The 6th International Symposium on Highway Capacity and Quality of Service, Stockholm, 2011:686-696.
[3] Akcelik R. Capacity and performance analysis of roundabout metering signals[C]//National Roundabout Conference, Transportation Research Board, Colorado, 2005:22-25.
[4] Akcelik R. An investigation of the performance of roundabouts with metering signals[C]//National Roundabout Conference, Transportation Research Board, Kansas City, 2008.
[5] Natalizio E. Roundabouts with metering signals[C]//ITE Annual Meeting, Melbourne, 2005.
[6] Yang X G, Li X G, Xue K. A new traffic signal control for modern roundabouts: method and application[J]. IEEE Transactions on Intelligent Transportation Systems, 2004, 5(4): 282-287.
[7] 薛昆, 杨晓光, 白玉. 给定周期条件下环型交叉口优化控制方法研究[J]. 公路交通科技, 2004, 21(5): 83-87.
Xue Kun, Yang Xiao-guang, Bai Yu. Optimization of control method for roundabout at fixed cycle[J]. Journal of Highway and Transportation Research and Development, 2004, 21(5): 83-87.
[8] 杨晓光, 赵靖, 汪涛. 环形交叉口信号控制最佳周期计算方法[J]. 中国公路学报, 2008, 21(6): 90-95.
Yang Xiao-guang, Zhao Jing, Wang Tao. Optimal cycle calculation method of signal control at roundabout[J]. China Journal of Highway and Transport, 2008, 21(6): 90-95.
[9] 赵靖, 郁晓菲, 白玉, 等. 十字环形交叉口两种信号控制设计方法比较[J]. 长沙交通学院学报, 2008, 24(3): 53-58.
Zhao Jing, Yu Xiao-fei, Bai Yu,et al. Comparison between two methods of signal design for cross roundabouts[J]. Journal of Changsha Communications University, 2008, 24(3): 53-58.
[10] 左俊中, 徐良杰, 倪龙和. 基于单口放行的四路环交信号控制优化方法[J]. 公路交通科技, 2013, 30(4): 88-93.
Zuo Jun-zhong, Xu Liang-jie, Ni Long-he. An optimization method of signal control at 4-leg roundabout based on single release [J]. Journal of Highway and Transportation Research and Development, 2013, 30(4): 88-93.
[11] Lee J, Strack E, Park B. Development and evaluation of lane-by-lane gap-out based actuated traffic signal control[R]. Virginia Department of Transportation, VA, 2012.
[1] 陈永恒,刘芳宏,曹宁博. 信控交叉口行人与提前右转机动车冲突影响因素[J]. 吉林大学学报(工学版), 2018, 48(6): 1669-1676.
[2] 常山,宋瑞,何世伟,黎浩东,殷玮川. 共享单车故障车辆回收模型[J]. 吉林大学学报(工学版), 2018, 48(6): 1677-1684.
[3] 曲大义,杨晶茹,邴其春,王五林,周警春. 基于干线车流排队特性的相位差优化模型[J]. 吉林大学学报(工学版), 2018, 48(6): 1685-1693.
[4] 宗芳, 齐厚成, 唐明, 吕建宇, 于萍. 基于GPS数据的日出行模式-出行目的识别[J]. 吉林大学学报(工学版), 2018, 48(5): 1374-1379.
[5] 刘翔宇, 杨庆芳, 隗海林. 基于随机游走算法的交通诱导小区划分方法[J]. 吉林大学学报(工学版), 2018, 48(5): 1380-1386.
[6] 钟伟, 隽志才, 孙宝凤. 不完全网络的城乡公交一体化枢纽层级选址模型[J]. 吉林大学学报(工学版), 2018, 48(5): 1387-1397.
[7] 刘兆惠, 王超, 吕文红, 管欣. 基于非线性动力学分析的车辆运行状态参数数据特征辨识[J]. 吉林大学学报(工学版), 2018, 48(5): 1405-1410.
[8] 宗芳, 路峰瑞, 唐明, 吕建宇, 吴挺. 习惯和路况对小汽车出行路径选择的影响[J]. 吉林大学学报(工学版), 2018, 48(4): 1023-1028.
[9] 栾鑫, 邓卫, 程琳, 陈新元. 特大城市居民出行方式选择行为的混合Logit模型[J]. 吉林大学学报(工学版), 2018, 48(4): 1029-1036.
[10] 陈永恒, 刘鑫山, 熊帅, 汪昆维, 谌垚, 杨少辉. 冰雪条件下快速路汇流区可变限速控制[J]. 吉林大学学报(工学版), 2018, 48(3): 677-687.
[11] 王占中, 卢月, 刘晓峰, 赵利英. 基于改进和声搜索算法的越库车辆排序[J]. 吉林大学学报(工学版), 2018, 48(3): 688-693.
[12] 李志慧, 胡永利, 赵永华, 马佳磊, 李海涛, 钟涛, 杨少辉. 基于车载的运动行人区域估计方法[J]. 吉林大学学报(工学版), 2018, 48(3): 694-703.
[13] 陈松, 李显生, 任园园. 公交车钩形转弯交叉口自适应信号控制方法[J]. 吉林大学学报(工学版), 2018, 48(2): 423-429.
[14] 徐洪峰, 高霜霜, 郑启明, 章琨. 信号控制交叉口的复合动态车道管理方法[J]. 吉林大学学报(工学版), 2018, 48(2): 430-439.
[15] 苏书杰, 何露. 步行交通规划交叉路口行人瞬时动态拥塞疏散模型[J]. 吉林大学学报(工学版), 2018, 48(2): 440-447.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!