Optimal Freeway Ramp Control without Origin-Destination Information

This paper develops an analytical framework for ramp metering, under which various ramp control strategies can be viewed as ramifications of the same most-efficient control logic with different threshold values, control methods, and equity considerations. The most-efficient control logic only meters the entrance ramps nearest critical freeway mainline sections so as to eliminate freeway internal queues, which is derived from a new formulation of the optimal ramp control problem. Instead of assuming the availability of real-time origin-destination information, the new formulation takes advantages of the stability and predictability of off-ramp exit percentages. Those properties of the off-ramp exit percentages are supported by empirical data, and allow us to formulate the optimal ramp control problem as a linear program whose input variables are all directly measurable by detectors in real-time. The solution is also tested on a real-world freeway section in a microscopic traffic simulator for demonstration. Time-dependent origin/destination tables and off-ramp exit percentages are compared as two alternative ways to represent the true real-time demand patterns that are important to freeway ramp metering.

[1]  Markos Papageorgiou,et al.  Efficiency versus fairness in network-wide ramp metering , 2001, ITSC 2001. 2001 IEEE Intelligent Transportation Systems. Proceedings (Cat. No.01TH8585).

[2]  David M Levinson,et al.  Balancing Efficiency and Equity of Ramp Meters , 2005 .

[3]  David M Levinson,et al.  RAMP METERS ON TRIAL : EVIDENCE FROM THE TWIN CITIES RAMP METERS SHUT-OFF , 2002 .

[4]  Sam Yagar,et al.  Exploration of the Breakdown Phenomenon in Freeway Traffic , 1998 .

[5]  Joseph A Wattleworth PEAK-PERIOD CONTROL OF A FREEWAY SYSTEM : SOME THEORETICAL CONSIDERATIONS , 1963 .

[6]  H. M. Zhang,et al.  On optimal freeway ramp control policies for congested traffic corridors , 1999 .

[7]  Panos G Michalopoulos,et al.  Evaluation of Ramp Control Effectiveness in Two Twin Cities Freeways , 2002 .

[8]  Stephen G. Ritchie,et al.  FREEWAY RAMP METERING USING ARTIFICIAL NEURAL NETWORKS , 1997 .

[9]  Tang-Hsien Chang,et al.  Optimization of mainline traffic via an adaptive co-ordinated ramp-metering control model with dynamic OD estimation , 2002 .

[10]  Markos Papageorgiou,et al.  Applications of Automatic Control Concepts to Traffic Flow Modeling and Control , 1983 .

[11]  Klaus Bogenberger,et al.  Advanced Coordinated Traffic Responsive Ramp Metering Strategies , 1999 .

[12]  Markos Papageorgiou,et al.  ALINEA: A LOCAL FEEDBACK CONTROL LAW FOR ON-RAMP METERING , 1990 .

[13]  Leonard Newman,et al.  FREEWAY RAMP CONTROL--WHAT IT CAN AND CANNOT DO , 1969 .

[14]  L Zhang,et al.  PREDICTION OF FREEWAY BREAKDOWN USING ARTIFICIAL NEURAL NETWORK , 2004 .

[15]  David John Lovell TRAFFIC CONTROL ON METERED NETWORKS WITHOUT ROUTE CHOICE , 1997 .

[16]  Markos Papageorgiou,et al.  An integrated control approach for traffic corridors , 1995 .

[17]  Carlos F. Daganzo,et al.  The Access-Control Problem on Capacitated FIFO Networks With Unique O-D Paths is Hard , 2002, Oper. Res..

[18]  Eil Kwon,et al.  Comparative Analysis of Operational Algorithms for Coordinated Ramp Metering , 2001 .

[19]  J A Wattleworth,et al.  PEAK PERIOD ANALYSIS AND CONTROL OF A FREEWAY SYSTEM /WITH DISCUSSION/ , 1965 .

[20]  Carlos F. Daganzo,et al.  Access control on networks with unique origin–destination paths , 2000 .

[21]  Markos Papageorgiou,et al.  COORDINATED AND INTEGRATED CONTROL OF MOTORWAY NETWORKS VIA NON-LINEAR OPTIMAL CONTROL , 2002 .

[22]  Cynthia Taylor,et al.  Fuzzy Ramp Metering: Design Overview and Simulation Results , 1998 .