Optimal Density in a Queue with Starting-Wave

The propagation speed of people’s reaction in a relaxation process of a queue, so-called starting-wave, has an essential role for pedestrians and vehicles to achieve smooth movement. For example, a queue of vehicles with appropriate headway (density) alleviates the traffic jams, since the delay of reaction to start is minimized. In the previous study (Tomoeda et al., Fifth international conference on pedestrian and evacuation dynamics. Springer), it was found that the fundamental relation between the propagation speed of starting-wave and density is well approximated by the power law function. We have revealed the existence of optimal density, where the travel time of last pedestrian in a queue with the starting-wave to pass the head position of the initial queue is minimized. This optimal density inevitably plays a significant role to achieve smooth movement of crowds.

[1]  Kerner,et al.  Cluster effect in initially homogeneous traffic flow. , 1993, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[2]  D. Helbing Traffic and related self-driven many-particle systems , 2000, cond-mat/0012229.

[3]  George A. Bekey,et al.  Mathematical models of public systems , 1971 .

[4]  A. Schadschneider,et al.  Statistical physics of vehicular traffic and some related systems , 2000, cond-mat/0007053.

[5]  K. Nishinari,et al.  Stochastic optimal velocity model and its long-lived metastability. , 2005, Physical review. E, Statistical, nonlinear, and soft matter physics.

[6]  Stephen Wolfram,et al.  Cellular automata as models of complexity , 1984, Nature.

[7]  Debashish Chowdhury,et al.  Stochastic Transport in Complex Systems: From Molecules to Vehicles , 2010 .

[8]  Nakayama,et al.  Dynamical model of traffic congestion and numerical simulation. , 1995, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[9]  B. Derrida AN EXACTLY SOLUBLE NON-EQUILIBRIUM SYSTEM : THE ASYMMETRIC SIMPLE EXCLUSION PROCESS , 1998 .

[10]  K. Nishinari,et al.  Introduction of frictional and turning function for pedestrian outflow with an obstacle. , 2009, Physical review. E, Statistical, nonlinear, and soft matter physics.

[11]  A. Schadschneider,et al.  Intracellular transport of single-headed molecular motors KIF1A. , 2005, Physical review letters.

[12]  Alexander John,et al.  Trafficlike collective movement of ants on trails: absence of a jammed phase. , 2009, Physical review letters.

[13]  H. Stanley,et al.  Phase Transitions and Critical Phenomena , 2008 .

[14]  A. Schadschneider,et al.  The Asymmetric Exclusion Process: Comparison of Update Procedures , 1997 .

[15]  A. Tomoeda,et al.  An information-based traffic control in a public conveyance system: Reduced clustering and enhanced efficiency , 2007, 0704.1555.

[16]  M. Evans,et al.  Nonequilibrium statistical mechanics of the zero-range process and related models , 2005, cond-mat/0501338.

[17]  Masahiro Kanai,et al.  Exact solution of the zero-range process: fundamental diagram of the corresponding exclusion process , 2007 .