Scaling Laws in Granular Flow and Pedestrian Flow

被引:7
|
作者
Chen, Shumiao [1 ]
Alonso-Marroquin, Fernando [1 ]
Busch, Jonathan [1 ]
Cruz Hidalgo, Raul [2 ]
Sathianandan, Charmila [1 ]
Ramirez-Gomez, Alvaro [3 ]
Mora, Peter [4 ]
机构
[1] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia
[2] Univ Navarra, Sch Appl Math & Phys, Navarra, Spain
[3] Univ Politecn Madrid, Madrid, Spain
[4] MCM Global, Brisbane, Qld, Australia
来源
POWDERS AND GRAINS 2013 | 2013年 / 1542卷
关键词
Pedestrian flow; granular flow; SIMULATIONS; DYNAMICS;
D O I
10.1063/1.4811891
中图分类号
TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
We use particle-based simulations to examine the flow of particles through an exit. Simulations involve both gravity-driven particles (representing granular material) and velocity-driven particles (mimicking pedestrian dynamics). Contact forces between particles include elastic, viscous, and frictional forces; and simulations use bunker geometry. Power laws are observed in the relation between flow rate and exit width. Simulations of granular flow showed that the power law has little dependence on the coefficient of friction. Polydisperse granular systems produced higher flow rates than those produced by monodisperse ones. We extend the particle model to include the main features of pedestrian dynamics: thoracic shape, shoulder rotation, and desired velocity oriented towards the exit. Higher desired velocity resulted in higher flow rate. Granular simulations always give higher flow rate than pedestrian simulations, despite the values of aspect ratio of the particles. In terms of force distribution, pedestrians and granulates share similar properties with the non-democratic distribution of forces that poses high risks of injuries in a bottleneck situation.
引用
收藏
页码:157 / 160
页数:4
相关论文
共 50 条
  • [41] COMPLEX FLOW IN GRANULAR MEDIA
    Brand, S.
    Ciamarra, M. Pica
    Nicodemi, M.
    ADVANCES IN COMPLEX SYSTEMS, 2010, 13 (03): : 339 - 347
  • [42] Jamming transition in pedestrian counter flow
    Muramatsu, M
    Irie, T
    Nagatani, T
    PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 1999, 267 (3-4) : 487 - 498
  • [43] Kinetic Models for Granular Flow
    J. Javier Brey
    James W. Dufty
    Andrés Santos
    Journal of Statistical Physics, 1999, 97 : 281 - 322
  • [44] Level of avoidance in crossing pedestrian flow
    Imanishi, Mineko
    Sano, Tomonori
    CONFERENCE ON PEDESTRIAN AND EVACUATION DYNAMICS 2014 (PED 2014), 2014, 2 : 367 - 375
  • [45] Self-organization in pedestrian flow
    Hoogendoorn, S
    Daamen, W
    TRAFFIC AND GRANULAR FLOW '03, 2005, : 373 - 382
  • [46] On a numerical flux for the pedestrian flow equations
    Kubera, P.
    Felcman, J.
    JOURNAL OF APPLIED MATHEMATICS STATISTICS AND INFORMATICS, 2015, 11 (02) : 79 - 96
  • [47] Scaling of granular temperature in a vibrated granular bed
    Zivkovic, V.
    Biggs, M. J.
    Glass, D. H.
    PHYSICAL REVIEW E, 2011, 83 (03):
  • [48] Lattice hydrodynamic model of pedestrian flow considering the asymmetric effect
    Li, Xingli
    Kuang, Hua
    Fan, Yanhong
    COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2012, 17 (03) : 1258 - 1263
  • [49] Unpredictability in pedestrian flow: The impact of stochasticity and anxiety in the event of an emergency
    Ramirez, M.
    Torres, F.
    Toledo, B. A.
    Coello, M.
    Correa-Burrows, P.
    Rogan, J.
    Valdivia, J. A.
    PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2019, 531
  • [50] Modeling pedestrian flow accounting for collision avoidance during evacuation
    Chen, Liang
    Tang, Tie-Qiao
    Huang, Hai-Jun
    Wu, Jian-Jun
    Song, Ziqi
    SIMULATION MODELLING PRACTICE AND THEORY, 2018, 82 : 1 - 11