Dynamic network traffic control

This study developed a dynamic traffic control formulation designated as dynamic intersection signal control optimization (DISCO). Traffic in DISCO is modeled after the cell-transmission model (CTM), which is a convergent numerical approximation to the hydrodynamic model of traffic flow. It considers the entire fundamental diagram and captures traffic phenomena such as shockwaves and queue dynamics. As a dynamic approach, the formulation derives dynamic timing plans for time-variant traffic patterns. We solved DISCO based on a genetic algorithm (GA) approach and applied it to a traffic black spot in Hong Kong that is notorious for severe congestion. For performance comparisons, we also applied TRANSYT to the same scenarios. The Results showed that DISCO outperformed TRANSYT for all the scenarios tested especially in congested traffic. For the congested scenarios, DISCO could reduce delay by as much as 33% when compared with TRANSYT. Even for the uncongested scenarios, DISCO's delays could be smaller by as much as 23%.

[1]  D J Quinn A REVIEW OF QUEUE MANAGEMENT STRATEGIES , 1992 .

[2]  S. Chandana Wirasinghe,et al.  DETERMINATION OF TRAFFIC DELAYS FROM SHOCK-WAVE ANALYSIS , 1978 .

[3]  David E. Goldberg,et al.  SIGNAL TIMING DETERMINATION USING GENETIC ALGORITHMS , 1992 .

[4]  Hong K. Lo,et al.  A Cell-Based Traffic Control Formulation: Strategies and Benefits of Dynamic Timing Plans , 2001, Transp. Sci..

[5]  P. I. Richards Shock Waves on the Highway , 1956 .

[6]  C E Wallace,et al.  HYBRID GENETIC ALGORITHM TO OPTIMIZE SIGNAL PHASING AND TIMING , 1993 .

[7]  R. Jayakrishnan,et al.  Network Traffic Signal Optimization Formulation with Embedded Platoon Dispersion Simulation , 1999 .

[8]  John D. C. Little,et al.  MAXBAND : a versatile program for setting signals on arteries and triangular networks , 1981 .

[9]  Gordon F. Newell THEORY OF HIGHWAY TRAFFIC SIGNALS , 1989 .

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

[11]  G. F. Newell A simplified theory of kinematic waves in highway traffic, part II: Queueing at freeway bottlenecks , 1993 .

[12]  M J Lighthill,et al.  ON KINEMATIC WAVES.. , 1955 .

[13]  George Stephanopoulos,et al.  Oversaturated signal systems with queue length constraints—I: Single intersection , 1977 .

[14]  Hong Kam Lo,et al.  A novel traffic signal control formulation , 1999 .

[15]  J. Eddelbüttel,et al.  A NEW ALGORITHM FOR OPTIMAL SIGNAL CONTROL IN CONGESTED NETWORKS , 1994 .

[16]  Simon Shepherd,et al.  Traffic control in over-saturated conditions , 1994 .

[17]  D. Gazis Optimum Control of a System of Oversaturated Intersections , 1964 .

[18]  Wei-Hua Lin,et al.  VALIDATING THE BASIC CELL TRANSMISSION MODEL ON A SINGLE FREEWAY LINK , 1995 .

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

[20]  D. L. Gerlough,et al.  Traffic flow theory : a monograph , 1975 .

[21]  Jean-Patrick Lebacque,et al.  MACROSCOPIC TRAFFIC FLOW MODELS: A QUESTION OF ORDER , 1999 .

[22]  Ghassan Abu-Lebdeh,et al.  Development of Traffic Control and Queue Management Procedures for Oversaturated Arterials , 1997 .

[23]  Gordon F. Newell,et al.  A SIMPLIFIED THEORY OF KINEMATIC WAVES , 1991 .

[24]  A. Rathi A CONTROL SCHEME FOR HIGH TRAFFIC DENSITY SECTORS , 1988 .

[25]  M. Lighthill,et al.  On kinematic waves I. Flood movement in long rivers , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[26]  A. S. Narasimha Murthy,et al.  Transportation Engineering Basics , 1993 .

[27]  Nathan H. Gartner,et al.  A multi-band approach to arterial traffic signal optimization , 1991 .

[28]  K Wood URBAN TRAFFIC CONTROL : SYSTEMS REVIEW , 1993 .

[29]  Hong Kam Lo,et al.  California Transportation Management Centers Part 1. Assessment Of Existing Capabilities , 1993 .

[30]  Hong Kam Lo,et al.  CALIFORNIA TRANSPORTATION MANAGEMENT CENTERS.. , 1993 .

[31]  Carlos F. Daganzo,et al.  Predictability of Time-Dependent Traffic Backups and Other Reproducible Traits in Experimental Highway Data , 1999 .

[32]  William R. McShane,et al.  A review of pedestrian safety models for urban areas in Low and Middle Income Countries , 2016 .

[33]  George Stephanopoulos,et al.  Modelling and analysis of traffic queue dynamics at signalized intersections , 1979 .

[34]  G. F. Newell A simplified theory of kinematic waves in highway traffic, part I: General theory , 1993 .

[35]  Gregory Stephanopoulos,et al.  Modeling of Traffic Flow at Signalized Links , 1980 .

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

[37]  John D. C. Little,et al.  MAXBAND: A PROGRAM FOR SETTING SIGNALS ON ARTERIES AND TRIANGULAR NETWORKS , 1981 .

[38]  Kalyanmoy Deb,et al.  Genetic Algorithms, Noise, and the Sizing of Populations , 1992, Complex Syst..

[39]  Panos G Michalopoulus ANALYSIS OF TRAFFIC FLOW AT COMPLEX CONGESTED ARTERIALS , 1988 .

[40]  D. Gazis,et al.  Optimal Control of Oversaturated Store-and-Forward Transportation Networks , 1976 .