中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2022, Vol. 41 ›› Issue (09): 18-25.DOI: 10.3969/j.issn.1674-0696.2022.09.03

• 交通+大数据人工智能 • 上一篇    下一篇

相邻T型路口非直线路径绿波控制方法研究

赵欣1,酆磊1,林皓博2,3,陈曦1,肖宇舟1   

  1. (1. 武汉理工大学 交通与物流工程学院,湖北 武汉 430063; 2. 桂林电子科技大学 建筑与交通工程学院,广西 桂林 541004; 3. 智能交通系统广西高校重点实验室,广西 桂林 541004)
  • 收稿日期:2021-04-30 修回日期:2021-09-16 发布日期:2022-09-30
  • 作者简介:赵 欣(1979—),男,湖北武汉人,副教授,博士,主要从事智能交通系方面的研究。E-mail:zhaoxin@whut.edu.cn
  • 基金资助:
    国家自然科学基金项目(71701159)

Green Wave Control Method of Non-straight Path at Adjacent T-shaped Intersection

ZHAO Xin1, FENG Lei1, LIN Haobo2, 3, CHEN Xi1, XIAO Yuzhou1   

  1. (1. School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, Hubei, China; 2. School of Architecture and Transportation Engineering, Guilin University of Electronic Technology, Guilin 541004, Guangxi, China; 3. Guangxi University Key Laboratory of Intelligent Transportation System, Guilin 541004, Guangxi, China)
  • Received:2021-04-30 Revised:2021-09-16 Published:2022-09-30

摘要: 针对相邻连续T型路口非直线路径的协调控制问题,基于MULTIBAND模型,研究了不同路径类型和干扰相位对协调控制性能的影响,通过将相邻转向路口的左转单环信号耦合得到虚拟路口的双环信号并将其嵌入协调模型,间接将非直线路径转化为直线路径处理。采用VISSIM仿真平台,对桂林市解放桥周边路网进行模拟实验。仿真数据研究结果表明:被控制路径在三种交通流状态下行程延误分别减少了22.27%、14.64%、13.72%,停车延误分别减少了26.09%、17.19%、15.81%;所提出的控制方法不仅能减少系统延误,同时也能显著降低被控制路径的延误和停车概率,并且能够适应不同程度的潮汐流,验证了该方法的科学性和适用性。

关键词: 交通工程;城市交通;绿波控制;多带宽模型;非直线路径;VISSIM仿真

Abstract: Aiming at the coordinated control problem of non-straight paths at adjacent continuous T-shaped intersections, based on the MULTIBAND model, the effects of different path types and disturbance phases on the coordinated control performance were studied. By coupling the left-turn single-loop signal of the adjacent turning intersections, the double-loop signal of the virtual intersection was obtained and embedded in the coordination model, which indirectly converted the non-straight path into a straight path to process. The VISSIM simulation platform was used to simulate the road network around Jiefang Bridge in Guilin. The simulation data research results show that under the three traffic flow conditions, the travel delay of the controlled route is reduced by 22.27%, 14.64%, and 13.72% respectively, and the parking delay is reduced by 26.09%, 17.19%, and 15.81% respectively. The proposed control method can not only reduce the system delay, but also significantly reduce the delay and parking probability of the controlled path, and can adapt to different degrees of tidal flow, which verifies the scientificity and applicability of the proposed method.

Key words: traffic engineering; urban traffic; green wave control; multi-bandwidth model; non-straight path; VISSIM simulation

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