Optimal capacity allocation for high occupancy vehicle (HOV) lane in morning commute

被引：8
作者：
Wang, Jing-Peng [1 ,2 ]
Huang, Hai-Jun [1 ]
Ban, Xuegang [2 ]
机构：
[1] Beihang Univ, Sch Econ & Management, Beijing 100191, Peoples R China
[2] Univ Washington, Dept Civil & Environm Engn, 121G More Hall, Seattle, WA 98195 USA
来源：
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS | 2019年 / 524卷
基金：
中国国家自然科学基金; 美国国家科学基金会;
关键词：
Capacity allocation; High occupancy vehicle; Bottleneck model; Morning commute; CAR-FOLLOWING MODEL; ENTRY TRAFFIC CORRIDOR; LATTICE HYDRODYNAMIC MODEL; DELAYED FEEDBACK-CONTROL; CONTINUUM MODEL; PHASE-TRANSITION; STAGGERED SHIFTS; FLOW; ANTICIPATION; JERK;
D O I：
10.1016/j.physa.2019.04.121
中图分类号：
O4 [物理学];
学科分类号：
0702 ;
摘要：
In this paper, we analyze the optimal capacity allocation for high occupancy vehicle (HOV) lane in morning commute, using the classical bottleneck model to a single corridor. The vehicular traffics are divided as high occupancy vehicle (HOV) and low occupancy vehicle (LOV) based on the number of in-vehicle travelers. The whole corridor is allocated as general purpose (GP) lane and HOV lane, separately with a bottleneck at the end of each lane. The optimal capacity of HOV lane for minimizing the system's total cost is analytically derived. It is found that with optimal capacity of HOV lane, each HOV traveler experiences lower cost than each LOV traveler. Numerical examples are presented to verify all analytical results. (C) 2019 Elsevier B.V. All rights reserved.
引用
收藏
页码：354 / 361
页数：8
相关论文
共 37 条
  • [1] Cassidy M. J., UCBITSRR20066
  • [2] Mean-field flow difference model with consideration of on-ramp and off-ramp
    Changtao-Jiang
    Rongjun-Cheng
    Hongxia-Ge
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2019, 513 : 465 - 476
  • [3] Cheng R., 2017, NONLINEAR DYNAM, V89, P1
  • [4] An extended lattice hydrodynamic model considering the delayed feedback control on a curved road
    Cheng, Rongjun
    Wang, Yunong
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2019, 513 : 510 - 517
  • [5] The nonlinear analysis for a new continuum model considering anticipation and traffic jerk effect
    Cheng Rongjun
    Ge Hongxia
    Wang Jufeng
    [J]. APPLIED MATHEMATICS AND COMPUTATION, 2018, 332 : 493 - 505
  • [6] KdV-Burgers equation in a new continuum model based on full velocity difference model considering anticipation effect
    Cheng Rongjun
    Ge Hongxia
    Wang Jufeng
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2017, 481 : 52 - 59
  • [7] An extended continuum model accounting for the driver's timid and aggressive attributions
    Cheng, Rongjun
    Ge, Hongxia
    Wang, Jufeng
    [J]. PHYSICS LETTERS A, 2017, 381 (15) : 1302 - 1312
  • [8] Effects of high occupancy vehicle lanes on freeway congestion
    Daganzo, Carlos F.
    Cassidy, Michael J.
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2008, 42 (10) : 861 - 872
  • [9] High occupancy vehicle lanes: Not always more effective than general purpose lanes
    Dahlgren, J
    [J]. TRANSPORTATION RESEARCH PART A-POLICY AND PRACTICE, 1998, 32 (02) : 99 - 114
  • [10] The car following model considering traffic jerk
    Ge Hong-Xia
    Zheng Peng-jun
    Wang Wei
    Cheng Rong-Jun
    [J]. PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2015, 433 : 274 - 278
1234