An adaptive control algorithm for traffic-actuated signals

A real-time, on-line control algorithm is proposed that aims to maintain the adaptive functionality of actuated controllers while improving the performance of traffic-actuated signal control system. To be consistent with the operation logic of existing signal control devices, only those four basic control parameters that can be found in modern actuated controllers are considered: phase sequence, minimum green, unit extension and maximum green. Microscopic simulation is used to test and evaluate the proposed control algorithm comparing with free-mode actuated, actuated-coordinated and volume–density control in a calibrated signalized network. Simulation results indicate that the proposed algorithm has the potential to improve the performance of the network at different traffic demand levels.

[1]  Nathan H. Gartner,et al.  OPAC: A DEMAND-RESPONSIVE STRATEGY FOR TRAFFIC SIGNAL CONTROL , 1983 .

[2]  N. Rouphail,et al.  Estimation of delays at traffic signals for variable demand conditions , 1993 .

[3]  Feng-Bor Lin,et al.  USE OF PREDICTED VEHICLE ARRIVAL INFORMATION FOR ADAPTIVE SIGNAL CONTROL--AN ASSESSMENT , 1987 .

[4]  D I Robertson,et al.  TRANSYT: A TRAFFIC NETWORK STUDY TOOL , 1969 .

[5]  L E Nilsson,et al.  Optimal Control of Isolated Traffic Signals , 1976 .

[6]  R Akcelik,et al.  Traffic signals: new techniques for capacity and timing analysis , 1981 .

[7]  F. Webster TRAFFIC SIGNAL SETTINGS , 1958 .

[8]  Y. Pavlis,et al.  Inconsistencies in the problem of optimal signal control for surface street networks , 2004, Proceedings. The 7th International IEEE Conference on Intelligent Transportation Systems (IEEE Cat. No.04TH8749).

[9]  Alan J. Miller,et al.  A COMPUTER CONTROL SYSTEM FOR TRAFFIC NETWORKS. , 1963 .

[10]  R D Bretherton,et al.  SCOOT-a Traffic Responsive Method of Coordinating Signals , 1981 .

[11]  R Akcelik,et al.  TRAFFIC SIGNALS: CAPACITY AND TIMING ANALYSIS , 1981 .

[12]  Gordon D. B. Cameron,et al.  PARAMICS—Parallel microscopic simulation of road traffic , 1996, The Journal of Supercomputing.

[13]  Jens Rørbech DETERMINING THE LENGTH OF THE APPROACH LANES REQUIRED AT SIGNAL-CONTROLLED INTERSECTIONS ON THROUGH HIGHWAYS , 1968 .

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

[15]  R B Potts,et al.  THE OVERSATURATED INTERSECTION , 1963 .

[16]  A G Sims,et al.  SCAT the Sydney coordinated adaptive traffic system: philosophy and benefits , 1979 .

[17]  Feng‐Bor Lin,et al.  Adaptive signal control at isolated intersections , 1988 .

[18]  B G Heydecker A CONTINUOUS-TIME FORMULATION FOR TRAFFIC-RESPONSIVE SIGNAL CONTROL , 1990 .

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

[20]  Francois Dion,et al.  COMPARISON OF DELAY ESTIMATES AT UNDER-SATURATED AND OVER-SATURATED PRE-TIMED SIGNALIZED INTERSECTIONS , 2004 .

[21]  THE HIGHWAY CAPACITY MANUAL DELAY FORMULA FOR SIGNALIZED INTERSECTIONS , 1988 .

[22]  D. Heidemann Queue length and delay distributions at traffic signals , 1994 .

[23]  E Huckaby,et al.  ENSURING EFFECTIVE TRAFFIC CONTROL DEVICES WITH THE MILLENNIUM EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES , 2001 .

[24]  Donald R. McNeil,et al.  A solution to the fixed-cycle traffic light problem for compound Poisson arrivals , 1968 .

[25]  Yorgos J. Stephanedes,et al.  Optimal control of freeway corridors , 1993 .

[26]  R A Vincent,et al.  Self-optimising traffic signal control using microprocessors. The TRRL MOVA strategy for isolated intersections , 1986 .

[27]  Will Recker,et al.  Using Microscopic Simulation to Evaluate Potential Intelligent Transportation System Strategies Under Nonrecurrent Congestion , 2004 .

[28]  Pitu B. Mirchandani,et al.  HIERARCHICAL FRAMEWORK FOR REAL-TIME TRAFFIC CONTROL , 1992 .

[29]  G. F. Newell Approximation Methods for Queues with Application to the Fixed-Cycle Traffic Light , 1965 .

[30]  Pitu B. Mirchandani,et al.  A REAL-TIME TRAFFIC SIGNAL CONTROL SYSTEM: ARCHITECTURE, ALGORITHMS, AND ANALYSIS , 2001 .

[31]  R. D. Bretherton,et al.  Optimizing networks of traffic signals in real time-the SCOOT method , 1991 .

[32]  Xing Zheng,et al.  Optimization of Control Parameters for Adaptive Traffic-Actuated Signal Control , 2010, J. Intell. Transp. Syst..

[33]  Nagui M. Rouphail,et al.  Generalized Delay Model for Signalized Intersections and Arterial Streets , 1997 .

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

[35]  Gordon F. Newell,et al.  Queues for a Fixed-Cycle Traffic Light , 1960 .

[36]  Werner Brilon,et al.  Delays at fixed-time traffic signals under time-dependent traffic conditions , 1990 .