KUANG Hua1,2, SONG Tao1, LI Xing-Li1, DAI Shi-Qiang1
1Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 2000722College of Physics and Electronic Engineering, Guangxi Normal University, Guilin 541004
Subconscious Effect on Pedestrian Counter Flow
KUANG Hua1,2;SONG Tao1;LI Xing-Li1;DAI Shi-Qiang1
1Shanghai Institute of Applied Mathematics and Mechanics, Shanghai University, Shanghai 2000722College of Physics and Electronic Engineering, Guangxi Normal University, Guilin 541004
摘要We propose an extended lattice gas model with different maximum velocities to simulate pedestrian counter flow by considering the subconscious behaviour of walkers. Four types of walkers including faster right walkers, slower right walkers, faster left walkers and slower left walkers are involved in the simulation. The simulation results show that our model can capture some essential features of pedestrian counter flows, such as the lane formation, segregation effect and phase separation at higher densities. We also find that the subconscious effect can reduce the occurrence of jam cluster evidently compared with the case of un-subconscious effect. At large maximum velocity, the critical density corresponding to the maximum flow rate of the fundamental diagram is in good agreement with the empirical results.
Abstract：We propose an extended lattice gas model with different maximum velocities to simulate pedestrian counter flow by considering the subconscious behaviour of walkers. Four types of walkers including faster right walkers, slower right walkers, faster left walkers and slower left walkers are involved in the simulation. The simulation results show that our model can capture some essential features of pedestrian counter flows, such as the lane formation, segregation effect and phase separation at higher densities. We also find that the subconscious effect can reduce the occurrence of jam cluster evidently compared with the case of un-subconscious effect. At large maximum velocity, the critical density corresponding to the maximum flow rate of the fundamental diagram is in good agreement with the empirical results.
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2008, Vol. 25 
