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为实现干线协调控制,提升道路通行效率,减少交通延误,提出了干线协调控制方法。分析了周期时长、相位相序、绿信比及相位差等影响干线协调控制的控制参数,剖析了基于交通波理论的车辆排队特性。基于交通波理论确定相位差,在车路协同环境下对干线车辆进行车速诱导控制,为减少交通延误提高绿波协调效率提供理论依据。选取青岛市漓江西路3个交叉口为仿真场景,利用VISSIM进行仿真验证,优化后平均排队长度减少82.57%,延误减少32.25%。结果表明该控制方法明显减少了平均排队长度和延误。利用MATLAB对车速诱导模型进行仿真验证,结果表明车速诱导可提高通行效率。
Abstract:In order to realize the arterial coordinated control,improve traffic efficiency and reduce traffic delays,an arterial coordinated control method is proposed.The control parameters including cycle duration,signal phase,split and phase difference that affect the arterial coordinated control are analyzed,and the queuing characteristics of vehicles are also analyzed based on traffic-wave theory.In order to provide a theoretical basis for reducing traffic delays and improving green wave coordination efficiency,the phase difference is determined according to the traffic-wave theory,and the speed of mainline vehicles is guided and controlled in a cooperative vehicle infrastructure environment.Three intersections on Lijiang West Road in Qingdao are selected as the simulation scenarios,and simulation verification is carried out by using VISSIM.The average queue length is reduced by 82.57% after optimization,and the delay is reduced by 32.25%.The results indicate that the proposed control method significantly reduces the average queue length and delay.MATLAB is used to simulate and verify the speed guidance model,and the results indicate that the speed guidance can improve the traffic efficiency.
[1] JOHN D C L.The synchronization of traffic signals by mixed-integer linear programming[J].Operations Research,1966,14(4):568-594.
[2] HU Y,THOMAS P,STONIER R J.Traffic signal control using fuzzy logic and evolutionary algorithms[C]//IEEE Congress on Evolutionary Computation.Singapore,2007:1785-1792.
[3]陈秀锋,田家斌,石英杰,等.基于排队消散模型的干线协调控制[J].科学技术与工程,2018,18(10):279-283.CHEN Xiufeng,TIAN Jiabin,SHI Yingjie,et al.Arterial coordination control based on queuing dissipation model[J].Science Technology and Engineering,2018,18(10):279-283.
[4]贾彦峰,王进展,王五林,等.基于相位相序优化的双向绿波协调控制模型[J].青岛理工大学学报,2018,39(1):91-95.JIA Yanfeng,WANG Jinzhan,WANG Wulin,et al.Bi-directional green wave coordinated control model on phase sequence optimization[J].Journal of Qingdao University of Technology,2018,39(1):91-95.
[5]张靖思,李振龙,邢冠仰.考虑动态车速的双周期干线信号协调控制多目标优化[J].交通信息与安全,2021,39(3):60-67.ZHANG Jingsi,LI Zhenlong,XING Guanyang.Multi-objective optimization for coordinated control of double-cycling arterial signals considering dynamic vehicle speeds[J].Journal of Transport Information and Safety,2021,39(3):60-67.
[6]王昊,彭显玥.临界饱和状态交通干线协调控制模型[J].中国公路学报,2022,35(7):228-240.WANG Hao,PENG Xianyue.Signal coordination control model for near saturated arterial intersections[J].China Journal of Highway and Transport,2022,35(7):228-240.
[7]田翠,王道斌.左转待转区对干线协调信号控制的影响分析[J].武汉理工大学学报(交通科学与工程版),2022,46(2):225-229.TIAN Cui,WANG Daobin.Analysis of influence of left turn waiting area on arterial coordination signal control[J].Journal of Wuhan University of Technology(Transportation Science&Engineering),2022,46(2):225-229.
[8]伉沛喆,张承志,吴浩,等.基于电警数据的干线自适应协调控制优化方法[J].中国公路学报,2023,36(10):251-268.KANG Peizhe,ZHANG Chengzhi,WU Hao,et al.Optimization method for adaptive arterial coordinated signal control based on E-police data[J].China Journal of Highway and Transport,2023,36(10):251-268.
[9]余佳洁,季彦婕,卜卿,等.考虑断点成本的长干线分段绿波控制方法[J].浙江大学学报(工学版),2022,56(4):640-648.YU Jiajie,JI Yanjie,BU Qing,et al.Partitioned green-wave control scheme forlong arterial considering breakpoint cost[J].Journal of Zhejiang University(Engineering Science),2022,56(4):640-648.
[10]邓明君,胡辛瑕,李响,等.基于车速引导和感应控制的干线协调优化方法[J].系统仿真学报,2024,36(6):1309-1321.DENG Mingjun,HU Xinxia,LI Xiang,et al.Arterial coordination optimization method based on vehicle speed guidance and inductive control[J].Journal of System Simulation,2024,36(6):1309-1321.
[11]王炜,过秀成.交通工程学[M].南京:东南大学出版社,2011.WANG Wei,GUO Xiucheng.Traffic engineering[M].Nanjing:Southeast University Press,2011.
[12]曲大义,万孟飞,李娟,等.基于交通波理论的干线相位差优化及其控制方法[J].吉林大学学报(工学版),2017,47(2):429-437.QU Dayi,WAN Mengfei,LI Juan,et al.Offset optimization of arterial traffic based on traffic-wave theory and it control method[J].Journal of Jilin University(Engineering and Technology Edition),2017,47(2):429-437.
[13]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 Ronghan,QU Dayi,WANG Dianhai.Stop-wave model based on kinematic equation[J].Journal of Jilin University(Engineering and Technology Edition),2007,37(5):1049-1052.
[14]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 Zhaowei,WANG Dianhai,YAO Ronghan.Kinematic model of start wave at signalized intersection[J].Journal of Jilin University(Engineering and Technology Edition),2008,38(2):268-272.
[15]徐建闽.交通管理与控制[M].北京:人民交通出版社,2007.XU Jianmin.Trafficmanagement and control[M].Beijing:China Communication Press,2007.
基本信息:
中图分类号:U491.54
引用信息:
[1]王少杰,姚静,张文明.基于交通波理论的干线协调优化及速度诱导策略[J].青岛理工大学学报,2025,46(05):143-150.
基金信息:
国家自然科学基金(52272311)
2024-04-17
2024
2025-09-12
2025
2
2025-10-30
2025-10-30