Non-homogeneous traffic characterization based on driver reaction and stimuli

被引:3
|
作者
Imran, Waheed [1 ]
Khan, Zawar H. [2 ]
Gulliver, T. Aaron [2 ]
Alam, Muhammad [3 ]
Khattak, Khurram S. [4 ]
机构
[1] Univ Naples Federico II, Dept Civil Architectural & Environm Engn, Via Claudio 21, I-80125 Naples, Italy
[2] Univ Victoria, Dept Elect & Comp Engn, STN CSC, POB 1700, Victoria, BC V8W 2Y2, Canada
[3] Univ Engn & Technol, Dept Civil Engn, Mardan 25000, Pakistan
[4] Univ Engn & Technol, Dept Comp Syst Engn, Peshawar 25000, Pakistan
关键词
Macroscopic model; Transition distance; Equilibrium velocity distribution; FORCE scheme; Non-homogeneous traffic; FLOW; MODEL; DERIVATION; DIAGRAM; WAVES;
D O I
10.1016/j.trip.2023.100858
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
A macroscopic model for non-homogeneous traffic is proposed based on harmonization during transitions. This model considers the lateral and forward distances between vehicles, reaction and harmonization times, and changes in velocity. Further, the equilibrium velocity distribution is characterized based on the density and travel time of real non-homogeneous traffic. The proposed and Payne-Whitham (PW) models are evaluated over a 200 m circular road using the FORCE scheme. The results obtained demonstrate that the proposed model provides a more realistic representation of non-homogeneous traffic.
引用
收藏
页数:9
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