System-size dependence of a jam-absorption driving strategy to remove traffic jam caused by a sag under the presence of traffic instability

被引:12
作者
Nishi, Ryosuke [1 ]
Watanabe, Takashi [2 ]
机构
[1] Tottori Univ, Fac Engn, Dept Mech & Phys Engn, 4-101 Koyama Cho Minami, Tottori 6808552, Japan
[2] Tottori Univ, Grad Sch Sustainabil Sci, Dept Engn, 4-101 Koyama Cho Minami, Tottori 6808552, Japan
关键词
Vehicular traffic flow; Sag; Jam-absorption driving; System-size dependence; Traffic instability; VARIABLE-SPEED LIMITS; INTRADRIVER HETEROGENEITY; AUTOMATED VEHICLES; TRAJECTORY DATA; MODEL; CONGESTION; COMMUNICATION; BOTTLENECK; ALGORITHM; DESIGN;
D O I
10.1016/j.physa.2022.127512
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
Sag is a road section where a downhill changes into an uphill, and is a highway bottleneck. We consider a system in which all vehicles are connected, and run on a single-lane road with a sag. We propose a simple strategy for removing each traffic jam caused by the sag. Our strategy assigns a vehicle upstream of the jam front to perform the jam-absorption driving (JAD): running toward the predicted goal, and finally removing the jam. We use a microscopic car-following model possessing the traffic instability, an acceleration model against the road gradient of a sag, and an instantaneous fuel consumption model. Our main goal is to elucidate the influence of the system size (the number of vehicles in the system) on our strategy. By increasing the system size from 500 to 10000 vehicles, we have found the following results for the average total travel time per vehicle, and the average total fuel consumption per vehicle. Our strategy can reduce the former with a slightly increasing rate of reduction. Our strategy can reduce the latter with a rate of reduction which decreases and becomes roughly constant. Optimal spatiotemporal scales of JAD for the former and the latter become roughly constant, respectively. Minimizing the former and the latter simultaneously is not possible. Not only vehicular traffic flow, but also the collective dynamics of other self-driven particles (such as ships, swarm robots, and pedestrians) lined up in a single column, and passing through a bottleneck can be modeled using our strategy. (c) 2022 Elsevier B.V. All rights reserved.
引用
收藏
页数:19
相关论文
共 81 条
  • [1] Barth M., 2000, COMPREHENSIVE MODAL
  • [2] Beaty W., 1998, TRAFFIC EXPT CURE WA
  • [3] Behl M., 2010, 31 IEEE REAL TIME SY
  • [4] Cappiello A, 2002, IEEE 5TH INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION SYSTEMS, PROCEEDINGS, P801, DOI 10.1109/ITSC.2002.1041322
  • [5] Optimal Motorway Traffic Flow Control Involving Variable Speed Limits and Ramp Metering
    Carlson, Rodrigo C.
    Papamichail, Ioannis
    Papageorgiou, Markos
    Messmer, Albert
    [J]. TRANSPORTATION SCIENCE, 2010, 44 (02) : 238 - 253
  • [6] Optimal mainstream traffic flow control of large-scale motorway networks
    Carlson, Rodrigo C.
    Papamichail, Ioannis
    Papageorgiou, Markos
    Messmer, Albert
    [J]. TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2010, 18 (02) : 193 - 212
  • [7] Variable speed limit control for steady and oscillatory queues at fixed freeway bottlenecks
    Chen, Danjue
    Ahn, Soyoung
    Hegyi, Andreas
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2014, 70 : 340 - 358
  • [8] Statistical physics of vehicular traffic and some related systems
    Chowdhury, D
    Santen, L
    Schadschneider, A
    [J]. PHYSICS REPORTS-REVIEW SECTION OF PHYSICS LETTERS, 2000, 329 (4-6): : 199 - 329
  • [9] Coordinating Vehicle Platoons for Highway Bottleneck Decongestion and Throughput Improvement
    Cicic, Mladen
    Xiong, Xi
    Jin, Li
    Johansson, Karl Henrik
    [J]. IEEE TRANSACTIONS ON INTELLIGENT TRANSPORTATION SYSTEMS, 2022, 23 (07) : 8959 - 8971
  • [10] Cicic M, 2018, IEEE INT C INTELL TR, P766, DOI 10.1109/ITSC.2018.8569960