Cellular Automata Model for Analysis and Optimization of Traffic Emission at Signalized Intersection

被引:4
|
作者
Marzoug, Rachid [1 ]
Lakouari, Noureddine [2 ,3 ]
Perez Cruz, Jose Roberto [2 ]
Vega Gomez, Carlos Jesahel [4 ]
机构
[1] Univ Guadalajara, Ctr Univ Norte, Colotan 46200, Mexico
[2] Inst Nacl Astrofis Opt & Electr, Santa Maria Tonantzintla 72840, Mexico
[3] Consejo Nacl Ciencia & Technol, Mexico City 03940, DF, Mexico
[4] Univ Guadalajara, Ctr Univ Tonala, Tonala 45400, Mexico
关键词
CO2; emission; traffic control; optimization; traffic lights; self-organizing; phase diagram; FUEL CONSUMPTION; SPEED; VEHICLE; IMPACTS; FLOW; COORDINATION; CONGESTION; REDUCTION; MORTALITY; POLLUTION;
D O I
10.3390/su142114048
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Traffic emission is one of the most severe issues in our modern societies. A large part of emissions occurs in cities and especially at intersections due to the high interactions between vehicles. In this paper, we proposed a cellular automata model to investigate the different traffic emissions (CO2, PM, VOC, and NOx) and speeds at a two-lane signalized intersection. The model is designed to analyze the effects of signalization by isolating the parameters involved in vehicle-vehicle interactions (lane changing, speed, density, and traffic heterogeneity). It was found that the traffic emission increases (decreases) with the increasing of green lights duration (T-g) at low (high) values of vehicles injection rate (alpha). Moreover, by taking CO2 as the order parameter, the phase diagram shows that the system can be in four different phases (I, II, III, and IV) depending on a and T-g. The transition from phase II (I) to phase III (II) is second order, while the transition from phase II to phase IV is first order. To reduce the traffic emission and enhance the speed, two strategies were proposed. Simulation results show a maximum reduction of 13.6% in vehicles' emissions and an increase of 9.5% in the mean speed when adopting self-organizing intersection (second strategy) at low and intermediate a. However, the first strategy enhances the mean speed up to 28.8% and reduces the traffic emissions by 3.6% at high a. Therefore, the combination of both strategies is recommended to promote the traffic efficiency in all traffic states. Finally, the model results illustrate that the system shows low traffic emission adopting symmetric lane-changing rules than asymmetric rules.
引用
收藏
页数:20
相关论文
共 50 条
  • [31] Phase diagrams of heterogeneous traffic flow at a single intersection in a deterministic Fukui-Ishibashi cellular automata traffic model
    Li, Qi-Lang
    Jiang, Rui
    Min, Jie
    Xie, Jia-Rong
    Wang, Bing-Hong
    [J]. EPL, 2014, 108 (02)
  • [32] Dual algorithm based-cellular automata model in city traffic optimization
    Zhou, Kang
    Yin, Yanfang
    Xie, Zhi
    Wei, Chuanjia
    [J]. Huazhong Keji Daxue Xuebao (Ziran Kexue Ban)/Journal of Huazhong University of Science and Technology (Natural Science Edition), 2010, 38 (01): : 50 - 54
  • [33] Optimization Design of Traffic Flow under Security Based on Cellular Automata Model
    Zhang, Fan
    Han, Zhike
    Ge, Hanyu
    Zhu, Yingping
    [J]. COMPUTER SCIENCE AND INFORMATION SYSTEMS, 2015, 12 (02) : 427 - 443
  • [34] SIGNALIZED INTERSECTION SIMULATION MODEL FOR VEHICULAR, PEDESTRIAN AND BICYCLE TRAFFIC.
    Vecellio, Robert L.
    [J]. Modeling and Simulation, Proceedings of the Annual Pittsburgh Conference, 1979,
  • [35] Safety analysis of right-turn facility at signalized intersection using traffic conflict model
    [J]. Liu, Pan (liupan@seu.edu.cn), 1600, Chang'an University (29):
  • [36] Saturation Flow Model for Signalized Intersection under Mixed Traffic Condition
    Biswas, Sabyasachi
    Chakraborty, Souvik
    Ghosh, Indrajit
    Chandra, Satish
    [J]. TRANSPORTATION RESEARCH RECORD, 2018, 2672 (15) : 55 - 65
  • [37] Cellular Automata Model of Pedestrian Flow at School Intersection
    Fu L.-N.
    Zou N.
    [J]. Jiaotong Yunshu Xitong Gongcheng Yu Xinxi J. Transp. Syst. Eng. Inf. Technol., 3 (98-104): : 98 - 104
  • [38] Research of Signalized intersection Delay Model by using Optimization Method
    Chang, Yulin
    Zhou, Yuan-yuan
    [J]. SUSTAINABLE ENVIRONMENT AND TRANSPORTATION, PTS 1-4, 2012, 178-181 : 2742 - 2746
  • [39] Analysis of Traffic Safety and Robust Optimization Model for Tandem Intersection
    Zheng Z.
    Ma W.
    Zhao J.
    [J]. Tongji Daxue Xuebao/Journal of Tongji University, 2019, 47 (07): : 984 - 993
  • [40] A new control strategy for a signalized traffic intersection
    Stubberud, AR
    Yu, XH
    [J]. IEEE CONFERENCE ON INTELLIGENT TRANSPORTATION SYSTEMS, 1997, : 284 - 289