Cellular Automata Model for Heterogeneous Traffic

Cellular Automata (CA) modelling is extended to study the heterogeneous traffic observed in developing countries. In heterogeneous traffic, the physical and mechanical characteristics of different vehicles vary widely which in turn leads to complex traffic behaviour resulting in no-lane discipline. This nature of the heterogeneous traffic is modelled with the help of an improved discrete CA model. A detailed description of the methodology used in developing the basic structure of the CA model is presented and the modified methodology is used to generate different traffic scenarios. From the results, it is observed that with the help of simple updating rules along with typical heterogeneous traffic characteristics of the region, this model is able to reproduce real traffic behaviour. An added advantage is that the modified structure of the CA model can also be used to extract some basic traffic characteristics which are useful in understanding the heterogeneous traffic behaviour. The simulation model is finally validated using the flow and occupancy relationship obtained from the field.

[1]  P. Eng,et al.  Modeled Performance Characteristics of Heterogeneous Traffic Streams Containing Non-Motorized Vehicles , 2003 .

[2]  Lawrence W. Lan,et al.  EXPLORING TRAFFIC FEATURES WITH STATIONARY AND MOVING BOTTLENECKS USING REFINED CELLULAR AUTOMATA , 2007 .

[3]  Kai Nagel,et al.  Two-lane traffic rules for cellular automata: A systematic approach , 1997, cond-mat/9712196.

[4]  Kerner,et al.  Experimental properties of complexity in traffic flow. , 1996, Physical review. E, Statistical physics, plasmas, fluids, and related interdisciplinary topics.

[5]  Ludger Santen,et al.  LETTER TO THE EDITOR: Towards a realistic microscopic description of highway traffic , 2000 .

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

[7]  Boris S. Kerner,et al.  Spatial–temporal patterns in heterogeneous traffic flow with a variety of driver behavioural characteristics and vehicle parameters , 2004 .

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

[9]  M Cremer,et al.  A fast simulation model for traffic flow on the basis of Boolean operations , 1986 .

[10]  T V Ramanayya HIGHWAY CAPACITY UNDER MIXED TRAFFIC CONDITIONS , 1988 .

[11]  Michael Schreckenberg,et al.  Two lane traffic simulations using cellular automata , 1995, cond-mat/9512119.

[12]  H. Takayasu,et al.  1/f NOISE IN A TRAFFIC MODEL , 1993 .

[13]  D. Helbing,et al.  Cellular Automata Simulating Experimental Properties of Traffic Flow , 1998, cond-mat/9812300.

[14]  Timothy George Oketch,et al.  New Modeling Approach for Mixed-Traffic Streams with Nonmotorized Vehicles , 2000 .

[15]  Ludger Santen,et al.  DISORDER EFFECTS IN CELLULAR AUTOMATA FOR TWO-LANE TRAFFIC , 1999 .

[16]  G Gynnerstedt,et al.  INDO-SWEDISH ROAD TRAFFIC SIMULATION MODEL: GENERALIZED TRAFFIC SYSTEM SIMULATOR , 1985 .

[17]  Boris S. Kerner,et al.  Cellular automata approach to three-phase traffic theory , 2002, cond-mat/0206370.

[18]  Michael Schreckenberg,et al.  A cellular automaton model for freeway traffic , 1992 .

[19]  Michael Schreckenberg,et al.  Particle hopping models for two-lane traffic with two kinds of vehicles: Effects of lane-changing rules , 1997 .

[20]  Lawrence W Lan,et al.  Formation of Spatiotemporal Traffic Patterns with Cellular Automaton Simulation , 2006 .

[21]  A. Schadschneider,et al.  Metastable states in cellular automata for traffic flow , 1998, cond-mat/9804170.

[22]  A. Schadschneider,et al.  Traffic flow models with ‘slow‐to‐start’ rules , 1997, cond-mat/9709131.

[23]  Werner Brilon,et al.  Evaluation of Cellular Automata for Traffic Flow Simulation on Freeway and Urban Streets , 1999 .

[24]  Lawrence W. Lan,et al.  Inhomogeneous cellular automata modeling for mixed traffic with cars and motorcycles , 2005 .

[25]  Kai Nagel,et al.  A simplified cellular automation model for city traffic , 1997 .

[26]  B N Nagaraj,et al.  A study on linear and lateral placement of vehicles in mixed traffic environment through video-recording , 1990 .

[27]  Kai Nagel,et al.  Realistic multi-lane traffic rules for cellular automata , 1997 .

[28]  C. Mallikarjuna,et al.  AREA OCCUPANCY CHARACTERISTICS OF HETEROGENEOUS TRAFFIC , 2006 .