DEVELOPMENT OF LANE CHANGE MODELS THROUGH MICROSCOPIC SIMULATION UNDER MIXED TRAFFIC

被引:0
|
作者
Srikanth, Seelam [1 ]
Mehar, Arpan [2 ]
机构
[1] REVA Univ, Sch Civil Engn, Bangalore, Karnataka, India
[2] NIT Warangal, Dept Civil Engn, Warangal, Telangana, India
来源
关键词
Highway traffic flow; capacity; mixed traffic; lane changes; VISSIM; CAPACITY;
D O I
10.11113/jurnalteknologi.v84.18074
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The number of motor vehicles and traffic demand is growing in tandem with society's rapid economic development and the quickening process of urbanization. In India, traffic congestion has become the most serious issue. Vehicle's poor lane-changing behaviors have a significant impact on the speed of the traffic system. The lane change behavior was observed in the study with the traffic flow simulation model VISSIM. The purpose of this investigation is to estimate the number of lane changes by simulating them at different volume levels. The study also shows the capacity estimate and its relationship with the lane change. The maximum traffic flow and lane changes were calculated based on the proportions of each vehicle type in the standard car traffic flow. The maximum number of lane change models for known traffic compositions on 4-lane, 6-lane, and 8-lane divided highways has been developed. According to the results, the number of observed lane changes depends on the volume of traffic and the number of lanes provided for a particular direction of travel. The composition and vehicle types also have a significant influence on lane changes and highway capacity, which involves uncertainties in the analysis of traffic flow properties.
引用
收藏
页码:21 / 27
页数:7
相关论文
共 50 条
  • [41] Evaluation of a Dynamic Lane Assignment on Urban Freeways by Using a Microscopic Traffic Flow Simulation
    Hattori, Yuya
    Shiomi, Yasuhiro
    Sano, Masahiko
    Matsunaga, Hiroaki
    [J]. TRANSPORTATION RESEARCH RECORD, 2024, 2678 (01) : 77 - 87
  • [42] Analysis of traffic video to develop driver behavior models for microscopic traffic simulation
    Hasan, M
    Cuneo, D
    Chachich, A
    [J]. IEEE CONFERENCE ON INTELLIGENT TRANSPORTATION SYSTEMS, 1997, : 747 - 752
  • [43] Evaluation of ACC vehicles in mixed traffic: Lane change effects and sensitivity analysis
    Ioannou, PA
    Stefanovic, M
    [J]. IEEE TRANSACTIONS ON INTELLIGENT TRANSPORTATION SYSTEMS, 2005, 6 (01) : 79 - 89
  • [44] Development of an integrated cognitive microscopic traffic simulation model
    Wang, Xiao-Yuan
    Zhang, Jing-Lei
    [J]. 3rd International Conference on Computing, Communications and Control Technologies, Vol 3, Proceedings, 2005, : 180 - 185
  • [45] Examination of Differentiated Per-Lane Speed Limits on Improving Traffic Safety: Microscopic Traffic Simulation Approach
    Amir, Gossai
    Abbas, Montasir
    [J]. 2023 IEEE 26TH INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION SYSTEMS, ITSC, 2023, : 3865 - 3870
  • [46] A multi-objective method for large multi-lane roundabout design through microscopic traffic simulation and SSAM analysis
    Guerrieri, Marco
    Khanmohamadi, Masoud
    [J]. SUSTAINABLE FUTURES, 2024, 8
  • [47] Flexible car–following models for mixed traffic and weak lane–discipline conditions
    Vasileia Papathanasopoulou
    Constantinos Antoniou
    [J]. European Transport Research Review, 2018, 10
  • [48] Driving Behaviors: Models and Challenges for Non-Lane Based Mixed Traffic
    Asaithambi, Gowri
    Kanagaraj, Venkatesan
    Toledo, Tomer
    [J]. TRANSPORTATION IN DEVELOPING ECONOMIES, 2016, 2 (02)
  • [49] Driving Behaviors: Models and Challenges for Non-Lane Based Mixed Traffic
    Gowri Asaithambi
    Venkatesan Kanagaraj
    Tomer Toledo
    [J]. Transportation in Developing Economies, 2016, 2 (2)
  • [50] A calibration procedure for increasing the accuracy of microscopic traffic simulation models
    Henclewood, Dwayne
    Suh, Wonho
    Rodgers, Michael O.
    Fujimoto, Richard
    Hunter, Michael P.
    [J]. SIMULATION-TRANSACTIONS OF THE SOCIETY FOR MODELING AND SIMULATION INTERNATIONAL, 2017, 93 (01): : 35 - 47