首页 | 本学科首页   官方微博 | 高级检索  
     检索      

基于MP与MPC相结合的分布式交通信号控制研究
引用本文:李冰,成卫,晏永廷,徐欢.基于MP与MPC相结合的分布式交通信号控制研究[J].交通运输系统工程与信息,2019,19(5):86-93.
作者姓名:李冰  成卫  晏永廷  徐欢
作者单位:昆明理工大学交通工程学院,昆明650093;城市交通管理集成与优化技术公安部重点实验室,合肥230088;昆明理工大学交通工程学院,昆明,650093;曲靖市公安局交通警察支队,云南曲靖,655000;城市交通管理集成与优化技术公安部重点实验室,合肥230088;安徽科力信息产业有限责任公司,合肥230088
基金项目:城市交通管理集成与优化技术公安部重点实验室开放基金/ Key Laboratory of Urban ITS Technology Optimization and Integration Ministry of Public Security of China (2017KFKT04).
摘    要:依托于最大压(Max Pressure,MP)分布式信号控制特性,结合已建立的实时排队长度预测模型,利用模型预测控制(Model Predictive Control,MPC)进一步对修正后的MP信号控制策略进行滚动反馈优化,提出了MP与MPC相结合的分布式信号控制方法. 模型验证结果表明:MPC嵌入后,MP优化下的交叉口1 与交叉口2 延误分别降低了13.47%、15.35%;并且对比了MP绿信比分配权重修正前后对控制输出的影响,优化后瓶颈路段的车道4 和车道10 的排队溢出次数分别从6 次和9 次降低为0 次,表明修正后MP绿信比权重的信号优化策略更能有效防止排队溢出现象的发生.

关 键 词:城市交通  分布式交通信号控制  最大压  模型预测控制  排队长度  延误
收稿时间:2019-04-12

Distributed Traffic Signal Control Based on Combination of MP and MPC
LI Bing,CHENGWei,YAN Yong-ting,XU Huan.Distributed Traffic Signal Control Based on Combination of MP and MPC[J].Transportation Systems Engineering and Information,2019,19(5):86-93.
Authors:LI Bing  CHENGWei  YAN Yong-ting  XU Huan
Institution:1. School of Transportation Engineering, Kunming University of Science and Technology, Kunming 650093, China; 2. Key Laboratory of Urban ITS Technology Optimization and Integration Ministry of Public Security, Hefei 230088, China; 3. The Traffic Police Department of Qujing Public Security Bureau, Qujing 655000, Yunnan, China; 4. Anhui Keli Information Industry CO. LTD, Hefei 230088, China
Abstract:Based on the distributed signal control characteristics of the max pressure (MP) and the real- time queue length prediction model established by the author, the model predictive control (MPC) is used to further optimize the rolling feedback of the modified max pressure signal control strategy. A distributed signal control method combining the MP and the MPC is established. The results of the model verification show that the delay of the intersection 1 and the intersection 2 after the MPC embedding is reduced by 13.47% and 15.35%, respectively, and the effect of the MP on the control output before and after the split weight correction is compared. And the number of queue overflow times of the lane 4 and the lane 10 of the bottleneck section after the optimization is reduced from 6 and 9 times respectively to 0. It is shown that the modified signal optimization strategy of the MP split can effectively prevent the occurrence of queue overflow.
Keywords:urban traffic  distributed traffic signal control  max pressure  model predictive control  queue length  delay  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《交通运输系统工程与信息》浏览原始摘要信息
点击此处可从《交通运输系统工程与信息》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号