Bidirectional pedestrian fundamental diagram

被引:74
作者
Flotterod, Gunnar [1 ]
Laemmel, Gregor [2 ]
机构
[1] KTH Royal Inst Technol, Dept Transport Sci, Stockholm, Sweden
[2] Forschungszentrum Julich, Inst Adv Simulat, D-52425 Julich, Germany
基金
欧盟第七框架计划;
关键词
Bidirectional pedestrian flow; Fundamental diagram from first principles; Cellular automaton; Empirical validation; CELL TRANSMISSION MODEL; SOCIAL FORCE MODEL; JAMMING TRANSITION; TRAFFIC FLOW; STREAM MODEL; SIMULATION; AUTOMATA; EVACUATION; WAVES;
D O I
10.1016/j.trb.2014.11.001
中图分类号
F [经济];
学科分类号
02 ;
摘要
This article presents a new model of stationary bidirectional pedestrian flow. Starting out from microscopic first principles, a bidirectional fundamental diagram (FD) is derived that defines direction-specific flow rates as functions of direction-specific densities. The FD yields non-negative and bounded flows and guarantees that the instantaneous density changes that would result from these flows stay bounded between zero and jam density. In its minimal configuration, it uses just as many parameters as a unidirectional triangular FD: maximum walking speed, jam density, a collision avoidance parameter (from which the backward wave speed can be derived). A one-on-one mapping between the parameters guiding uni- and bidirectional pedestrian flows is proposed and both conceptually and empirically justified. Generalizations of the FD that maintain its desirable properties turn out to be straightforward by making its parameters density-dependent. The FD performs very well in comparisons against simulated and real data. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:194 / 212
页数:19
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