A Porous Flow Approach to Modeling Heterogeneous Traffic in Disordered Systems

A continuum model that describes a disordered, heterogeneous traffic stream is presented. Such systems are widely prevalent in developing countries where classical traffic models cannot be readily applied. The characteristics of such systems are unique since drivers of smaller vehicles exploit their maneuverability to move ahead through lateral gaps at lower speeds. At higher speeds, larger vehicles press their advantage of greater motive power. The traffic stream at the microscopic level is disordered and defines a porous medium. Each vehicle is considered to move through a series of pores defined by other vehicles. A speed-density relationship that explicitly considers the pore space distribution is presented. This captures the considerable dynamics between vehicle classes that are overlooked when all classes are converted to a reference class (usually Passenger Car Equivalents) as is traditionally done. Using a finite difference approximation scheme, traffic evolution for a two-class traffic stream is shown.

[1]  B. Kerner THE PHYSICS OF TRAFFIC , 1999 .

[2]  Boris S. Kerner,et al.  Introduction to Modern Traffic Flow Theory and Control: The Long Road to Three-Phase Traffic Theory , 2009 .

[3]  Carlos F. Daganzo,et al.  THE CELL TRANSMISSION MODEL, PART II: NETWORK TRAFFIC , 1995 .

[4]  H. M. Zhang,et al.  Some recent developments in traffic flow theory , 2001, ITSC 2001. 2001 IEEE Intelligent Transportation Systems. Proceedings (Cat. No.01TH8585).

[5]  J. Lebacque THE GODUNOV SCHEME AND WHAT IT MEANS FOR FIRST ORDER TRAFFIC FLOW MODELS , 1996 .

[6]  Carlos F. Daganzo,et al.  A continuum theory of traffic dynamics for freeways with special lanes , 1997 .

[7]  I. Prigogine,et al.  A Two-Fluid Approach to Town Traffic , 1979, Science.

[8]  Carlos F. Daganzo,et al.  A SIMPLE PHYSICAL PRINCIPLE FOR THE SIMULATION OF FREEWAYS WITH SPECIAL LANES AND PRIORITY VEHICLES , 1997 .

[9]  Carlos F. Daganzo,et al.  A BEHAVIORAL THEORY OF MULTI-LANE TRAFFIC FLOW. PART I, LONG HOMOGENEOUS FREEWAY SECTIONS , 1999 .

[10]  P Maini,et al.  DISCHARGE CHARACTERISTICS OF HETEROGENEOUS TRAFFIC AT SIGNALIZED INTERSECTIONS , 2000 .

[11]  C. Daganzo THE CELL TRANSMISSION MODEL.. , 1994 .

[12]  P. Dey,et al.  Speed Distribution Curves under Mixed Traffic Conditions , 2006 .

[13]  Hannes Hartenstein,et al.  Vehicular Traffic Flow Theory: Three, Not Two Phases [review of "Introduction to Modern Traffic Flow Theory and Control: The Long Road to Three-Phase Traffic Theory; Kerner, B.S.; 2009) ] , 2010, IEEE Vehicular Technology Magazine.

[14]  Sarosh I. Khan,et al.  Modeling Heterogeneous Traffic Flow , 1999 .

[15]  V. Thamizh Arasan,et al.  Headway distribution of heterogeneous traffic on urban arterials , 2003 .

[16]  D. M. Hossain,et al.  Vehicular headway distribution and free speed characteristics on two-lane two-way highways of Bangladesh , 1999 .

[17]  V. Thamizh Arasan,et al.  Methodology for Modeling Highly Heterogeneous Traffic Flow , 2005 .

[18]  Nathan H. Gartner,et al.  Traffic Flow Theory - A State-of-the-Art Report: Revised Monograph on Traffic Flow Theory , 2002 .

[19]  S Raghava Chari,et al.  STUDY OF MIXED TRAFFIC STREAM PARAMETERS THROUGH TIME LAPSE PHOTOGRAPHY , 1983 .

[20]  Serge P. Hoogendoorn,et al.  Gas–Kinetic Model for Multilane Heterogeneous Traffic Flow , 1999 .

[21]  Wen-Long Jin,et al.  Multicommodity Kinematic Wave Simulation Model for Network Traffic Flow , 2004 .

[22]  Shing Chung Josh Wong,et al.  Multi-commodity traffic assignment by continuum approximation of network flow with variable demand , 1998 .

[23]  L. Craig Davis,et al.  Introduction to Modern Traffic Flow Theory and Control: The Long Road to Three-Phase Traffic Theory , 2009 .