Time-dependent Ginzburg-Landau equation for lattice hydrodynamic model describing pedestrian flow

被引:24
作者
Ge Hong-Xia [1 ]
Cheng Rong-Jun [2 ]
Lo Siu-Ming [3 ]
机构
[1] Ningbo Univ, Fac Maritime & Transportat, Ningbo 315211, Zhejiang, Peoples R China
[2] Zhejiang Univ, Ningbo Inst Technol, Ningbo 315100, Zhejiang, Peoples R China
[3] City Univ Hong Kong, Dept Civil & Architectural Engn, Hong Kong, Hong Kong, Peoples R China
基金
中国国家自然科学基金;
关键词
pedestrian flow; lattice hydrodynamic model; time-dependent Ginzburg-Landau equation; JAMMING TRANSITION; DYNAMICS;
D O I
10.1088/1674-1056/22/7/070507
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
A thermodynamic theory is formulated to describe the phase transition and critical phenomena in pedestrian flow. Based on the extended lattice hydrodynamic pedestrian model taking the interaction of the next-nearest-neighbor persons into account, the time-dependent Ginzburg-Landau (TDGL) equation is derived to describe the pedestrian flow near the critical point through the nonlinear analysis method. The corresponding two solutions, the uniform and the kink solutions, are given. The coexisting curve, spinodal line, and critical point are obtained by the first and second derivatives of the thermodynamic potential.
引用
收藏
页数:5
相关论文
共 11 条
[1]   Modeling and simulation of weaving pedestrian flow in subway stations [J].
Chen Ran ;
Li Xiang ;
Dong Li-Yun .
ACTA PHYSICA SINICA, 2012, 61 (14)
[2]   First-order macroscopic modelling of human crowd dynamics [J].
Coscia, V. ;
Canavesio, C. .
MATHEMATICAL MODELS & METHODS IN APPLIED SCIENCES, 2008, 18 :1217-1247
[3]   SOCIAL FORCE MODEL FOR PEDESTRIAN DYNAMICS [J].
HELBING, D ;
MOLNAR, P .
PHYSICAL REVIEW E, 1995, 51 (05) :4282-4286
[4]   A continuum theory for the flow of pedestrians [J].
Hughes, RL .
TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2002, 36 (06) :507-535
[5]   Jamming transition in pedestrian counter flow [J].
Muramatsu, M ;
Irie, T ;
Nagatani, T .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 1999, 267 (3-4) :487-498
[6]   TDGL and MKdV equations for jamming transition in the lattice models of traffic [J].
Nagatani, T .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 1999, 264 (3-4) :581-592
[7]   Jamming transition in a two-dimensional traffic flow model [J].
Nagatani, T .
PHYSICAL REVIEW E, 1999, 59 (05) :4857-4864
[8]   Modified KdV equation for jamming transition in the continuum models of traffic [J].
Nagatani, T .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 1998, 261 (3-4) :599-607
[9]   Lattice hydrodynamic model with bidirectional pedestrian flow [J].
Tian, Huan-huan ;
He, Hong-di ;
Wei, Yan-fang ;
Yu, Xue ;
Lu, Wei-zhen .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2009, 388 (14) :2895-2902
[10]   Lattice hydrodynamic model for pedestrian traffic with the next-nearest-neighbor pedestrian [J].
Wen Jian ;
Tian Huan-Huan ;
Xue Yu .
ACTA PHYSICA SINICA, 2010, 59 (06) :3817-3823