Lane management for asymmetric mixed traffic flow on bidirectional multi-lane roadways

被引:2
|
作者
Zheng, Yuan [1 ,2 ]
Xu, Min [3 ,5 ]
Wu, Shining [4 ]
Wang, Shuaian [4 ]
机构
[1] Southeast Univ, Sch Transportat, Nanjing, Peoples R China
[2] Minist Transport, Key Lab Safety & Risk Management Transport Infrast, Nanjing, Peoples R China
[3] Hong Kong Polytech Univ, Dept Ind & Syst Engn, Hung Hom, Hong Kong, Peoples R China
[4] Hong Kong Polytech Univ, Fac Business, Dept Logist & Maritime Studies, Hung Hom, Hong Kong, Peoples R China
[5] Hong Kong Polytech Univ, Dept Ind & Syst Engn, Hung Hom, Kowloon, CF720,7-F Main Campus, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
Connected and automated vehicles; lane management; dedicated lane; reversible lane; access strategy; mixed traffic flow; AUTOMATED VEHICLES; MODEL;
D O I
10.1080/23249935.2023.2294492
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
To manage the bidirectional asymmetric mixed traffic flow with connected and automated vehicles (CAVs) and human-driven vehicles, the study proposes a lane management (LM) model based on the joint policy of CAV dedicated lanes (CDLs), CAV reversible lanes (CRLs), and CAV access strategies (CASs) for non-managed lanes. An analytical model is developed to determine the optimal numbers of CDLs and CRLs and the optimal CASs that maximize overall mixed traffic throughputs, considering four parameters under aggressive, moderate, and conservative CAV technology scenarios. The results show that the LM policy can significantly improve overall throughputs compared with the benchmark policy by deploying optimal CDLs, CRLs, and/or CASs under the three scenarios. Moreover, for the LM policy, the overall throughput gradually rises, except for the asymptotical increments with the CAV penetration rate under the conservative scenario and the asymptotical reductions with the directional imbalance percent of traffic demand under the three scenarios.
引用
收藏
页数:24
相关论文
共 50 条
  • [1] Stability of multi-lane traffic flow
    Sasoh, A
    [J]. TRAFFIC AND GRANULAR FLOW'01, 2003, : 227 - 233
  • [2] Integrated ramp metering and mainstream traffic flow control on multi-lane roadways
    Liu Zhenquan
    Xu Yanan
    Wang Hao
    Li Ye
    Zhang Hui
    Dong Changyin
    [J]. 2015 INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION, BIG DATA AND SMART CITY (ICITBS), 2016, : 481 - 483
  • [3] Fundamental diagram in traffic flow of mixed vehicles on multi-lane highway
    Tanaka, Katsunori
    Nagatani, Takashi
    Masukura, Shuichi
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2008, 387 (22) : 5583 - 5596
  • [4] Lane Change Model For Automated Vehicles on Multi-Lane Highways in Mixed Traffic
    Hofinger, Felix
    Mischinger-Rodziewicz, Marlies
    Haberl, Michael
    Fellendorf, Martin
    [J]. 2023 IEEE 26TH INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION SYSTEMS, ITSC, 2023, : 2004 - 2009
  • [5] MULTI-LANE TRAFFIC FLOW PROCESS - RORBECH,J
    MILLER, A
    [J]. TRANSPORTATION, 1975, 4 (02) : 202 - 203
  • [6] Modelling traffic flow at multi-lane urban roundabouts
    Wang, Ruili
    Ruskin, H. J.
    [J]. INTERNATIONAL JOURNAL OF MODERN PHYSICS C, 2006, 17 (05): : 693 - 710
  • [7] Microscopic modeling of multi-lane highway traffic flow
    Hodas, NO
    Jagota, A
    [J]. AMERICAN JOURNAL OF PHYSICS, 2003, 71 (12) : 1247 - 1256
  • [8] Modeling multi-lane traffic flow with queuing effects
    Helbing, D
    [J]. PHYSICA A, 1997, 242 (1-2): : 175 - 194
  • [9] Impact of unsteady disturbance on multi-lane traffic flow
    Sasoh, A
    [J]. JOURNAL OF THE PHYSICAL SOCIETY OF JAPAN, 2002, 71 (03) : 989 - 996
  • [10] THE EFFECT OF LANE UTILIZATION ON THE CAPACITY OF MULTI-LANE TRAFFIC ROUNDABOUT
    Bie, Jina
    Lo, Hong K.
    Wong, S. C.
    [J]. TRANSPORTATION AND THE ECONOMY, 2005, : 431 - 440