Multi-objective Signal Timing Optimal Model for Rural-urban Fringe Area Intersection

doi:10.16182/j.issn1004731x.joss.18-0392

Abstract

Abstract: With the acceleration of the urbanization process in our country, the road traffic problems in the urban-rural fringe area are becoming serious. In order to improve the traffic efficiency, environmental benefits and traffic safety, a multi-objective optimal model for signal timing is established under the comprehensive consideration of several factors, such as the delay, capacity, number of stops and vehicle emissions. The genetic algorithm is used to solve the problem. A typical intersection is taken as the example for the analysis and the improved design schemes can be achieved and evaluated by the road traffic simulation. The results indicate that the multi-objective optimization is effective in the traffic signal control, which can reduce the traffic congestion and pollutant emissions.

Key words: urban-rural fringe, intersection, signal timing, vehicle emission, multi-objective optimization

CLC Number:

U491

Zhang Xiaoyu, Shao Chunfu. Multi-objective Signal Timing Optimal Model for Rural-urban Fringe Area Intersection[J]. Journal of System Simulation, 2020, 32(4): 709-717.

References 16

[1]	Li Y, Yu L, Tao S, et al.Multi-Objective Optimization of Traffic Signal Timing for Oversaturated Intersection[J]. Mathematical Problems in Engineering (S1024-123X), 2013: 1-9.
[2]	Abbas M, Bullock D, Head L.Real-Time Offset Transitioning Algorithm for Coordinating Traffic Signals[J]. Transportation Research Record: Journal of the Transportation Research Board (S0361-1981), 2001, 1748: 26-39.
[3]	莫晓华. 城乡结合部交通标志设置优化设计及效果评价[D]. 西安: 长安大学, 2014.Mo Xiaohua.The Optimization Design and Effect Evaluation of Urban-rural Fringe Traffic Signs[D]. Xi’an: Chang’an University, 2014.
[4]	马香娟. 城乡结合部交通问题与规划重点[J]. 交通科技与经济, 2008, 10(3): 11-15.Ma Xiangjuan.Studies on Transportation Problem and Planning of Connection of Urban and Rural[J]. Technology & Economy in Areas of Communications, 2008, 10(3): 11-15.
[5]	刘金明. 基于多目标规划的城市道路交叉口信号配时研究[D]. 北京: 北京交通大学, 2011.Liu Jinming.On Signal Timing of the Urban Road Intersections Based on Multi-objective Programming[D]. Beijing: Beijing Jiaotong University, 2011.
[6]	余柳, 于雷, 万涛, 等. 综合环境因素及延误的信号配时优化仿真研究[J]. 系统仿真学报, 2008, 20(11): 3016-3019, 3031.Yu Liu, Yu Lei, Wan Tao, et al.Simulation Study on Traffic Signal Timing Optimization Integrating Environmental Factor and Delay[J]. Journal of System Simulation, 2008, 20(11): 3016-3019, 3031.
[7]	程紫润, 傅大放.信号交叉口汽车尾气附加排放量分析[J]. 公路交通科技, 1993, 10(3): 67-71.Chen Zirun, Fu Dafang.The Analysis of Excess Emission at the Signalized Intersections[J]. Journal of Highway and Transportation Research and Development, 1993, 10(3): 67-71.
[8]	周申培. 考虑排放因素的城市交叉口交通信号控制策略的研究[D]. 武汉: 武汉理工大学, 2009.Zhou Shenpei.Research on Traffic Signal Control Strategies in Urban Intersections Based on Emission Factors[D]. Wuhan: Wuhan University of Technology, 2009.
[9]	肖裕龙. 基于机动车PM2.5排放分析的信号控制交叉口仿真优化研究[D]. 成都: 西南交通大学, 2015.Xiao Yulong.Research on the Simulation and Optimization of Signal Control at the Intersections Based on PM2.5 Emission Analysis[D]. Chengdu: Southwest Jiaotong University, 2015.
[10]	李修刚, 杨晓光, 王炜, 等. 用于城市交通规划的机动车污染物排放因子[J]. 交通运输工程学报, 2001, 1(4): 87-91.Li Xiugang, Yang Xiaoguang, Wang Wei, et al.Motor Vehicles Exhaust Emission Factors for Urban Transportation Planning[J]. Journal of Traffic and Transportation Engineering, 2001, 1(4): 87-91.
[11]	郭栋, 王晓原, 张晓琳, 等. 基于信号配时优化的路网运行效益仿真评价[J]. 系统仿真学报, 2013, 25(6): 1405-1409, 1414.Guo Dong, Wang Xiaoyuan, Zhang Xiaolin, et al.Evaluation of Traffic Operation Benefit from Signal Timing Optimization of Dynamic Traffic Network[J]. Journal of System Simulation, 2013, 25(6): 1405-1409, 1414.
[12]	袁振洲. 道路交通管理与控制[M]. 北京: 人民交通出版社, 2007: 182-183.Yuan Zhenzhou.Road Traffic Management and Control[M]. Beijing: China Communication Press, 2007: 182-183.
[13]	马万经, 聂磊, 杨晓光. 单点定时信号最优控制模型及仿真分析[J]. 系统仿真学报, 2007, 19(19): 4543-4547.Ma Wanjing, Nie Lei, Yang Xiaoguang.Optimization Model and Simulation Analysis of Pretimed Signals Control at Isolated Intersections[J]. Journal of System Simulation, 2007, 19(19): 4543-4547.
[14]	庞明宝, 夏泽民, 栾燕海. 城市快速路多匝道协调控制信号施加策略仿真[J]. 系统仿真学报, 2018, 30(8): 3050-3057.Pang Mingbao, Xia Zemin, Luan Yanhai.Inputting Strategy Simulation of Multi-ramp Coordinated Control Signal for Urban Expressway[J]. Journal of System Simulation, 2018, 30(8): 3050-3057.
[15]	邵海鹏, 王宇轩, 陈兴影, 等. 信号交叉口进口道掉头设置条件研究(英文)[J]. 系统仿真学报, 2018, 30(11): 4429-4436.Shao Haipeng, Wang Yuxuan, Chen Xingying, et al.Setting Conditions of U-turns at Entrances of Signalized Intersections[J]. Journal of System Simulation, 2018, 30(11): 4429-4436.
[16]	李扬, 焦朋朋, 刘美琪. 基于人均延误最小的干线协调实时控制研究[J]. 系统仿真学报, 2017, 29(9): 1938-1943, 1949.Li Yang, Jiao Pengpeng, Liu Meiqi.Research on Real-Time Arterial Coordination Traffic Signal Control Model Based on Minimum Per Capita Delay[J]. Journal of System Simulation, 2017, 29(9): 1938-1943, 1949.