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基于自适应遗传算法的双环信号配时优化模型
引用本文:王逸,姚志洪,蒋阳升,赵斌,谭宇.基于自适应遗传算法的双环信号配时优化模型[J].工业工程,2018,21(5):72-80.
作者姓名:王逸  姚志洪  蒋阳升  赵斌  谭宇
作者单位:1. 西南交通大学 交通运输与物流学院, 四川 成都 610031;2. 西南交通大学 综合大数据应用技术国家工程实验室, 四川 成都 610031
基金项目:国家自然科学基金资助项目(51578465,71771190);西南交通大学优秀博士学位论文培育资助项目(D-YB201708)
摘    要:为了有效利用交叉口时空资源,缓解城市交通拥堵,在双环相位方案的基础上,建立以交叉口平均延误为优化目标,以各相位绿灯时长为优化参数的双环信号配时优化模型,并采用自适应遗传算法对模型进行求解。选取4个十字交叉口,实地调查获得交叉口晚高峰流量数据,分别使用经典的Webster配时法和双环信号配时优化模型对交叉口信号配时方案进行优化。结果表明:与Webster配时法相比,双环信号配时优化模型优化结果更好,分别使4个交叉口平均延误减少11.36%、13.74%、3.72%和9.00%,能够有效改善交叉口运行状况;并且交叉口同相位内的两个流向的流量越不均衡,双环信号配时优化模型优化结果越好。

关 键 词:交通工程  交通信号  双环相位  信号配时  遗传算法  
收稿时间:2018-03-09

The Dual-Phase Signal Timing Optimization Model Based on Adaptive Genetic Algorithm
WANG Yi,YAO Zhihong,JIANG Yangsheng,ZHAO Bin,TAN Yu.The Dual-Phase Signal Timing Optimization Model Based on Adaptive Genetic Algorithm[J].Industrial Engineering Journal,2018,21(5):72-80.
Authors:WANG Yi  YAO Zhihong  JIANG Yangsheng  ZHAO Bin  TAN Yu
Affiliation:1. School of Transportation and Logistics, Southwest Jiaotong University, Chengdu 610031, China;2. National United Engineering Laboratory of Integrated and Intelligent Transportation, Southwest Jiaotong University, Chengdu 610031, China
Abstract:On the basis of the dual phase, a dual-phase signal timing optimization model is built in order to effectively utilize the spatial and temporal resources at the intersection and alleviated the urban traffic congestion. The optimization target of the model is the average delay at the intersection, and the optimization parameters are the green time of each phase. And the adaptation genetic algorithm is applied to solve this optimization model. The flow data of the evening peak is investigated at 4 intersections, and the classic Webster timing method and the optimization model proposed in this paper are used to optimize the timing in these intersections respectively. The results show that the dual-phase signal timing optimization model performs well compared with the Webster timing method, and the average delay at these intersections is reduced by 11.36%, 13.74%, 3.72% and 9.00% respectively, the operation of the intersection can be effectively improved; and the more unbalanced the flow of the two directions in the same phase is, the better optimization the dual-phase signal timing optimization model performs.
Keywords:traffic engineering  traffic signal  dual-phase  signal timing  genetic algorithm  
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