吉林大学学报(工学版) ›› 2017, Vol. 47 ›› Issue (2): 429-437.doi: 10.13229/j.cnki.jdxbgxb201702012

• • 上一篇    下一篇

基于交通波理论的干线相位差优化及其控制方法

曲大义, 万孟飞, 李娟, 王进展, 许翔华   

  1. 青岛理工大学 汽车与交通学院,山东 青岛 266520
  • 收稿日期:2015-11-17 出版日期:2017-03-20 发布日期:2017-03-20
  • 作者简介:曲大义(1973-),男,教授,博士生导师.研究方向:交通流理论与交通控制.E-mail:dyqu@263.net
  • 基金资助:
    国家自然科学基金项目(51178231,51678320).

Offset optimization of arterial traffic based on traffic-wave theory and it control method

QU Da-yi, WAN Meng-fei, LI Juan, WANG Jin-zhan, XU Xiang-hua   

  1. School of Automobile and Transportation, Qingdao University of Technology, Qingdao 266520, China
  • Received:2015-11-17 Online:2017-03-20 Published:2017-03-20

PDF (PC)

281

摘要： 为实现干线协调,提高运行效率,基于线控系统中车流以波的形式到达的基本认知,分析了相邻交叉口车辆排队的时空特性,指出了干线协调的内在机理是当车流到达队尾位置时排队完全消散。然后针对排队的集结与消散建立了基于交通波的交叉口相位差模型。并鉴于干线各交叉口间的关联性以及交通需求与供给关系,提出了对干线控制参数的优化策略。最后选取青岛市漓江路沿线交叉口进行案例分析,验证相位差模型以及周期、相位相序、绿信比等优化策略的可行性与实用性,结果表明该控制方法对车辆旅行时间、停车次数的优化效果显著。

关键词: 交通运输系统工程, 交通波理论, 相位差, 干线协调, 排队

Abstract: To achieve arterial coordination and improve operational efficiency, the space-time characteristics of vehicle queuing at adjacent intersections were analyzed based on the consideration of vehicle arriving in a general state of traffic-wave in coordinated signal control system. Then, the internal mechanism of arterial coordination was considered that the queue was dissipated as vehicle reached the end of the queue. According to the aggregation and dispersion of queue, intersection offset model based on traffic-wave theory was established. Giving the intersections relevance and the relationship between demand and supply, the optimization strategy for arterial control parameter was proposed. Intersections on Lijinag Road, Qingdao City, were used as example to verify the feasibility and practicability of the offset model and optimization strategy for cycle, signal phase and split. The results indicate that the control method has remarkable effect on vehicle travel time and vehicle stopping times.

Key words: engineering of communication and transportation system, traffic-wave theory, offset, arterial coordination, queue

中图分类号: 

  • U491
[1] Little J D C. The synchronization of traffic signals by mixed-integer linear programming[J]. Operations Research,1966, 14: 568.
[2] Hu Y, Thomas P, Stonier R J. Traffic signal control using fuzzy logic and evolutionary algorithms[C]∥IEEE Congress on Evolutionary Computation, 2007:1785-1792.
[3] Wong S C. Derivatives of performance index for the tragic model from TRANSYT[J]. Transportation Research, 1995, 29B: 303-327.
[4] 裴玉龙, 刘博航. 城市干道相位差优化模型[J]. 中南大学学报:自然科学版,2007, 38(8): 1023-1026.
Pei Yu-long, Liu Bo-hang. Offset optimal model for urban main road[J]. Journal of Central South University(Science and Technology),2007,38(8):1023-1026.
[5] 刘小明, 王力. 基于综合绿波带最宽的交叉口信号协调控制优化方法[J]. 吉林大学学报:工学版,2013,43(1):62-67.
Liu Xiao-ming, Wang Li. Optimization method of intersection signal coordinated control based on integrated green wave bandwidth maximization[J]. Journal of Jilin University(Engineering and Technology Edition), 2013,43(1): 62-67.
[6] 侯永芳. 干线绿波交通信号控制方法研究[D]. 长春: 吉林大学交通学院, 2015.
Hou Yong-fang. Study on green wave traffic signal control method of arterial roads[D]. Changchun: College of Transportation, Jilin University, 2015.
[7] 姚荣涵, 曲大义, 王殿海. 基于运动学方程的停车波模型[J]. 吉林大学学报:工学版, 2007, 37(5): 1049-1052.
Yao Rong-han, Qu Da-yi, Wang Dian-hai. Stop wave model based on kinematic equation[J]. Journal of Jilin University (Engineering and Technology Edition), 2007, 37(5): 1049-1052.
[8] 曲昭伟, 王殿海, 姚荣涵. 信号交叉口起动波的运动学模型[J]. 吉林大学学报:工学版, 2008, 38(2): 268-272.
Qu Zhao-wei, Wang Dian-hai, Yao Rong-han. Kinematic model of start wave at signalized intersection[J]. Journal of Jilin University (Engineering and Technology Edition), 2008, 38(2): 268-272.
[9] 贾婧.车辆排队的链式反应模型及其数值模拟[D].大连:大连理工大学交通运输学院,2012.
Jia Jing.Chain reaction models and numerical simulation of vehicle queuing[D].Dalian: School of Transportation and Logistics,Dalian University of Technology,2012.
[10] 徐建闽. 交通管理与控制[M]. 北京: 人民交通出版社, 2007.
[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] 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.
[15] 孟品超, 李学源, 贾洪飞, 李延忠. 基于滑动平均法的轨道交通短时客流实时预测[J]. 吉林大学学报(工学版), 2018, 48(2): 448-453.
Viewed
Full text


Abstract

Cited
  Shared   
  Discussed   
No Suggested Reading articles found!
版权所有 © 《吉林大学学报(工学版)》编辑部
地址：长春市人民大街5988号　电话：+86-431-85095297　传真：+86-431-85094074　E-mail: xbgxb@jlu.edu.cn
本系统由北京玛格泰克科技发展有限公司设计开发