On the practical utility of a continuum traffic flow model on curvy highways in adverse weather conditions

被引:2
作者
Imran, Waheed [1 ]
Khan, Zawar H. [2 ]
Khan, Daud [3 ]
Ghani, Usman [4 ]
Bashir, Tahseen [1 ]
机构
[1] Univ Naples Federico II, Dept Civil Architectural & Environm Engn, Via Claudio 21, I-80125 Naples, Italy
[2] Univ Hail, Coll Comp Sci & Engn, Hail 55476, Saudi Arabia
[3] Silesian Tech Univ, Fac Transport & Aviat Engn, Dept Transport Syst Traff Engn & Logist, Krasinskiego 8 St, PL-40019 Katowice, Poland
[4] Univ Palermo, Dept Engn, Ed8,Viale Sci, I-90128 Palermo, Italy
关键词
Adverse weather conditions; Curvy highways; Macroscopic continuum model; Non-Homogeneous-Stimulus-Response model; Traffic dynamics; Traffic forecasting; SPEED; WAVES;
D O I
10.1016/j.trip.2024.101108
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
The macroscopic continuum traffic flow models are being investigated to predict and ameliorate traffic more efficiently. These models are beneficial implementation tools to comprehend and complement the shortfalls in traffic evolution. Despite the significant enhancements in devising the traffic dynamics, the practical utilization of these macroscopic models is not being fully explored. In this study, the Non-Homogeneous StimulusResponse Model (NHSRM) (Imran et al., 2023) is investigated for its application in forecasting traffic flow on a curvy highway during various weather conditions. The weather impact, in the specific, dry, light rainfall, moderate rainfall, and heavy rainfall on the travel time, velocity, and density spatiotemporal evolution on a curvy highway is analyzed. The flow during different weather conditions is investigated over two curved roads with 120 m, and 500 m radii. As evident from the results, significant velocity breakdowns during heavy rainfall impact the upstream traffic which contributes to congestion development. The average velocity of traffic depletes significantly, and the congestion formation upstream is significant. While the travel time of particular highway segments elevates sharply during heavy rainfall. A comprehensive understanding of the insights, and the criticality associated with the parameters of the model, in particular, on the choice of the maximum velocity of the highway has been presented for NHSRM.
引用
收藏
页数:13
相关论文
共 57 条
  • [42] MACROSCOPIC MODELING OF TRAFFIC FLOW ON THE BOULEVARD PERIPHERIQUE IN PARIS
    PAPAGEORGIOU, M
    BLOSSEVILLE, JM
    HADJSALEM, H
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 1989, 23 (01) : 29 - 47
  • [43] Payne H., 1971, Models of Freeway Traffic and Control. Mathematical Models of Public Systems
  • [44] Ping Y.I., 2004, IATSS Res., V28, P47
  • [45] Modeling of Car-Following Required Safe Distance Based on Molecular Dynamics
    Qu, Dayi
    Chen, Xiufeng
    Yang, Wansan
    Bian, Xiaohua
    [J]. MATHEMATICAL PROBLEMS IN ENGINEERING, 2014, 2014
  • [46] SHOCK-WAVES ON THE HIGHWAY
    RICHARDS, PI
    [J]. OPERATIONS RESEARCH, 1956, 4 (01) : 42 - 51
  • [47] Richtmyer Robert D., 1957, Difference Methods for Initial-Value Problems, V4
  • [48] Shahdah Usama, 2010, TRB 89 ANN M COMP PA
  • [49] A Second Order Traffic Flow Model with Lane Changing
    Song, Jiah
    Karni, Smadar
    [J]. JOURNAL OF SCIENTIFIC COMPUTING, 2019, 81 (03) : 1429 - 1445
  • [50] Macro modeling and analysis of traffic flow with road width
    Tang Tie-qiao
    Li Chuan-yao
    Huang Hai-jun
    Shang Hua-yan
    [J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY OF TECHNOLOGY, 2011, 18 (05): : 1757 - 1764