The influence of heavy vehicles on traffic dynamics around on-ramp system: Cellular automata approach

Although the on-ramp system has been widely studied, the influence of heavy vehicles is unknown because researchers only investigate the traffic dynamics around on-ramp system under homogeneous traffic conditions, which is different in real-world settings. This paper uses an improved cellular automaton model to study the heterogeneous traffic around on-ramp system. The forward motion rules are improved by considering the differences of driving behavior in different vehicle combinations. The lane change rules are improved by reflecting the aggressive behavior in mandatory lane changes. The phase diagram, traffic flow, capacity and spatial-temporal diagram are analyzed under the influences of heavy vehicles. The results show that by increasing the percentage of heavy vehicles, there will be more severe traffic congestion around on-ramp system, lower saturated flow and capacity. Also, the interactions between main road and on-ramp have been investigated. Increasing the percentage of heavy vehicles at the upstream of the conflict area on the main road or restricting heavy vehicles on the outside lane of the main road will deteriorate the performance of on-ramp. While the main road will have better performance as the percentage of heavy vehicles on the on-ramp increases when the on-ramp inflow rate is not low.

[1]  Ziyou Gao,et al.  Traffic behavior in the on-ramp system with signal controlling , 2007 .

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

[3]  Xiaoping Qiu,et al.  A Cellular Automata Model for Car-Truck Heterogeneous Traffic Flow Considering the Car-truck Following Combination Effect , 2015 .

[4]  Ziyou Gao,et al.  The effect of restricted velocity in the two-lane on-ramp system , 2007 .

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

[6]  Majid Sarvi,et al.  Modelling heavy vehicle car-following behaviour in congested traffic conditions , 2014 .

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

[8]  William H. K. Lam,et al.  Traffic dynamics around weaving section influenced by accident: Cellular automata approach , 2015 .

[9]  Yan Li,et al.  Impact of stretching-segment on saturated flow rate of signalized intersection using cellular automation , 2013 .

[10]  Xin-Gang Li,et al.  Traffic Dynamics Around Weaving Section with Mixed Slow and Fast Vehicles based on Cellular Automata Model , 2014 .

[11]  Peter Nielsen,et al.  Co-evolutionary particle swarm optimization algorithm for two-sided robotic assembly line balancing problem , 2016 .

[12]  Xiao-Mei Zhao,et al.  THE EFFECT OF MIXED VEHICLES ON TRAFFIC FLOW IN TWO LANE CELLULAR AUTOMATA MODEL , 2005 .

[13]  Jiang Rui,et al.  Traffic dynamics of an on-ramp system with a cellular automaton model , 2010 .

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

[15]  M. Fukui,et al.  Traffic Flow in 1D Cellular Automaton Model Including Cars Moving with High Speed , 1996 .

[16]  T. Nagatani The physics of traffic jams , 2002 .

[17]  Xiucheng Guo,et al.  Analyzing the Impact of Trucks on Traffic Flow Based on an Improved Cellular Automaton Model , 2016 .

[18]  Rainer Hammwöhner,et al.  The Influence of Trucks on Traffic Flow - An Investigation on the Nagel-Schreckenberg-Model , 2000 .

[19]  A. Schadschneider,et al.  Effects of On- and Off-Ramps in Cellular Automata Models for Traffic Flow , 2000 .

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

[21]  R. Jiang,et al.  Spatial–temporal patterns at an isolated on-ramp in a new cellular automata model based on three-phase traffic theory , 2004 .

[22]  Xin-Gang Li,et al.  Modeling mechanical restriction differences between car and heavy truck in two-lane cellular automata traffic flow model , 2016 .

[23]  Majid Sarvi,et al.  Understanding the Dynamics of Heavy Vehicle Interactions in Car-Following , 2012 .

[24]  Xin-Gang Li,et al.  A realistic two-lane cellular automata traffic model considering aggressive lane-changing behavior of fast vehicle , 2006 .

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

[26]  Pengcheng Zhang,et al.  Behavior-based analysis of freeway car-truck interactions and related mitigation strategies , 2005 .