A REACTIVE DYNAMIC CONTINUUM USER EQUILIBRIUM MODEL FOR BI-DIRECTIONAL PEDESTRIAN FLOWS

被引:45
|
作者
Jiang, Yanqun [2 ]
Xiong, Tao [2 ]
Wong, S. C. [1 ]
Shu, Chi-Wang [3 ]
Zhang, Mengping [2 ]
Zhang, Peng [4 ]
Lam, William H. K. [5 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
[2] Univ Sci & Technol China, Dept Math, Hefei 230026, Peoples R China
[3] Brown Univ, Div Appl Math, Providence, RI 02912 USA
[4] Shanghai Univ, Shanghai Inst Appl Math & Mech, Shanghai 200072, Peoples R China
[5] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
pedestrian flows; conservation law; Eikonal-type equation; density-velocity relationship; finite volume method; fast marching method; unstructured grids; SOCIAL FORCE MODEL; JAMMING TRANSITION; TRAFFIC ASSIGNMENT; SIMULATION; MESHES;
D O I
10.1016/S0252-9602(10)60002-1
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
In this paper, a reactive dynamic user equilibrium model is extended to simulate two groups of pedestrians traveling on crossing paths in a continuous walking facility. Each group makes path choices to minimize the travel cost to its destination in a reactive manner based on instantaneous information. The model consists of a conservation law equation coupled with an Eikonal-type equation for each group. The velocity-density relationship of pedestrian movement is obtained via an experimental method. The model is,solved using a finite volume method for the conservation law equation and a fast-marching method for the Eikonal-type equation on unstructured grids. The numerical results verify the rationality of the model and the validity of the numerical method. Based on this continuum model, a number of results, e.g., the formation of strips or moving clusters composed of pedestrians walking to the same destination, are also observed.
引用
收藏
页码:1541 / 1555
页数:15
相关论文
共 50 条
  • [1] A REACTIVE DYNAMIC CONTINUUM USER EQUILIBRIUM MODEL FOR BI-DIRECTIONAL PEDESTRIAN FLOWS
    S.C. Wong
    William H.K. Lam
    Acta Mathematica Scientia, 2009, 29 (06) : 1541 - 1555
  • [2] Dynamic continuum model for bi-directional pedestrian flows
    Huang, L.
    Xia, Y.
    Wong, S. C.
    Shu, C-W.
    Zhang, M.
    Lam, W. H. K.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENGINEERING AND COMPUTATIONAL MECHANICS, 2009, 162 (02) : 67 - 75
  • [3] High-Order Computational Scheme for a Dynamic Continuum Model for Bi-Directional Pedestrian Flows
    Xiong, Tao
    Zhang, Mengping
    Shu, Chi-Wang
    Wong, S. C.
    Zhang, Peng
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2011, 26 (04) : 298 - 310
  • [4] Numerical simulation of a continuum model for bi-directional pedestrian flow
    Jiang, Yanqun
    Wong, S. C.
    Zhang, Peng
    Liu, Ruxun
    Duan, Yali
    Choi, Keechoo
    APPLIED MATHEMATICS AND COMPUTATION, 2012, 218 (10) : 6135 - 6143
  • [5] Bi-directional pedestrian flow model with traffic convention
    Yang Ling-Xiao
    Zhao Xiao-Mei
    Gao Zi-You
    Zheng Jian-Feng
    ACTA PHYSICA SINICA, 2011, 60 (10)
  • [6] A Bayesian modeling approach to bi-directional pedestrian flows in carnival events
    SQXIE
    SCWONG
    William HKLAM
    Frontiers of Engineering Management, 2017, 4 (04) : 483 - 489
  • [7] A Bayesian modeling approach to bi-directional pedestrian flows in carnival events
    S.Q.XIE
    S.C.WONG
    William H.K.LAM
    Frontiers of Engineering Management, 2017, (04) : 483 - 489
  • [8] A bi-directional agent-based pedestrian microscopic model
    Hussein, Mohamed
    Sayed, Tarek
    TRANSPORTMETRICA A-TRANSPORT SCIENCE, 2017, 13 (04) : 326 - 355
  • [9] Bi-directional emergent fundamental pedestrian flows from cellular automata microsimulation
    Blue, VJ
    Adler, JL
    TRANSPORTATION AND TRAFFIC THEORY, 1999, : 235 - 254
  • [10] An anisotropic continuum model considering bi-directional information impact
    Zheng, Liang
    Jin, Peter J.
    Huang, Helai
    TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2015, 75 : 36 - 57