Experimental and Empirical Investigations of Traffic Flow Instability

被引:28
作者
Jiang, Rui [1 ,2 ]
Jin, Cheng-Jie [3 ]
Zhang, H. M. [4 ,5 ]
Huang, Yong-Xian [2 ]
Tian, Jun-Fang [6 ]
Wang, Wei [3 ]
Hu, Mao-Bin [2 ]
Wang, Hao [3 ]
Jia, Bin [1 ]
机构
[1] Beijing Jiaotong Univ, MOE Key Lab Urban Transp Complex Syst Theory & Te, Beijing 100044, Peoples R China
[2] Univ Sci & Technol China, Sch Engn Sci, Hefei 230026, Anhui, Peoples R China
[3] Southeast Univ China, Jiangsu Key Lab Urban ITS, Nanjing 210096, Jiangsu, Peoples R China
[4] Tongji Univ, Sch Transportat Engn, Dept Traff Engn, Shanghai 200092, Peoples R China
[5] Univ Calif Davis, Dept Civil & Env Engn, Davis, CA 95616 USA
[6] Tianjin Univ, Coll Management & Econ, Inst Syst Engn, Tianjin 300072, Peoples R China
来源
PAPERS SELECTED FOR THE 22ND INTERNATIONAL SYMPOSIUM ON TRANSPORTATION AND TRAFFIC THEORY | 2017年 / 23卷
基金
中国国家自然科学基金;
关键词
Traffic flow stability; Car-following; Experiment; CAR-FOLLOWING MODELS; EXPERIMENTAL FEATURES; FUNDAMENTAL DIAGRAM; OSCILLATIONS; PROPAGATION; STATES;
D O I
10.1016/j.trpro.2017.05.010
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
Traffic instability is an important but undesirable feature of traffic flow. This paper reports our experimental and empirical studies on traffic flow instability. We have carried out a large scale experiment to study the car-following behavior in a 51-car platoon. The experiment has reproduced the phenomena and confirmed the findings in our previous 25-car-platoon experiment, i.e., standard deviation of vehicle speeds increases in a concave way along the platoon. Based on our experimental results, we argue that traffic speed rather than vehicle spacing (or density) might be a better indicator of traffic instability, because vehicles can have different spacing under the same speed. For these drivers, there exists a critical speed between 30 km/h and 40 km/h, above which the standard deviation of car velocity is almost saturated (flat) along the 51-car-platoon, indicating that the traffic flow is likely to be stable. In contrast, below this critical speed, traffic flow is unstable and can lead to the formation of traffic jams. Traffic data from the Nanjing Airport Highway support the experimental observation of existence of a critical speed. Based on these findings, we propose an alternative mechanism of traffic instability: the competition between stochastic factors and the so-called speed adaptation effect, which can better explain the concave growth of speed standard deviation in traffic flow. (C) 2017 The Authors. Elsevier B.V. All rights reserved.
引用
收藏
页码:157 / 173
页数:17
相关论文
共 48 条
  • [31] Prediction and field validation of traffic oscillation propagation under nonlinear car-following laws
    Li, Xiaopeng
    Wang, Xin
    Ouyang, Yanfeng
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2012, 46 (03) : 409 - 423
  • [32] Measurement and estimation of traffic oscillation properties
    Li, Xiaopeng
    Peng, Fan
    Ouyang, Yanfeng
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2010, 44 (01) : 1 - 14
  • [33] Freeway traffic oscillations: Observations and predictions
    Mauch, M
    Cassidy, MJ
    [J]. TRANSPORTATION AND TRAFFIC THEORY IN THE 21ST CENTURY, 2002, : 653 - 673
  • [34] Still flowing: Approaches to traffic flow and traffic jam modeling
    Nagel, K
    Wagner, P
    Woesler, R
    [J]. OPERATIONS RESEARCH, 2003, 51 (05) : 681 - 710
  • [35] Persaud B.N., 1991, HIGHWAY CAPACITY LEV, P289
  • [36] Incorporating human-factors in car-following models: A review of recent developments and research needs
    Saifuzzaman, Mohammad
    Zheng, Zuduo
    [J]. TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2014, 48 : 379 - 403
  • [37] Empirical features of congested traffic states and their implications for traffic modeling
    Schoenhof, Martin
    Helbing, Dirk
    [J]. TRANSPORTATION SCIENCE, 2007, 41 (02) : 135 - 166
  • [38] Criticism of three-phase traffic theory
    Schoenhof, Martin
    Helbing, Dirk
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2009, 43 (07) : 784 - 797
  • [39] Empirical analysis and simulation of the concave growth pattern of traffic oscillations
    Tian, Junfang
    Jiang, Rui
    Jia, Bin
    Gao, Ziyou
    Ma, Shoufeng
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2016, 93 : 338 - 354
  • [40] Congested traffic states in empirical observations and microscopic simulations
    Treiber, M
    Hennecke, A
    Helbing, D
    [J]. PHYSICAL REVIEW E, 2000, 62 (02): : 1805 - 1824