Sustainable Intersection Control Accommodating Urban Freight Mobility

In this research, the authors studied green extension of a two-phased vehicle−actuated signal at an isolated intersection between two one-way streets. The green phase is extended by a preset time interval, referred to as critical gap, from the time of a vehicle arrival. The green phase switches if there is no arrival during the critical gap. The authors developed a model following a Poisson process that studied the intersection performance of traffic. The authors extended the model to cover the case of general traffic. Additionally, they derived system performance measures. Their findings show that their model is fairly flexible in accommodating freight traffic, and their model in the general case is asymptotically accurate under heavy traffic. Numerical tests show that the presence of critical gaps increases vehicle delay in most cases. This finding is enlightening regarding current practices.

[1]  J. Tanner A PROBLEM OF INTERFERENCE BETWEEN TWO QUEUES , 1953 .

[2]  Michael C. Dunne,et al.  Traffic Delay at a Signalized Intersection with Binomial Arrivals , 1967, Transp. Sci..

[3]  R W Morris,et al.  INTERSECTION CONTROL BY VEHICLE ACTUATED SIGNALS , 1967 .

[4]  Francesco Viti,et al.  A probabilistic model for traffic at actuated control signals , 2010 .

[5]  F. Garwood,et al.  An Application of the Theory of Probability to the Operation of Vehicular-Controlled Traffic Signals , 1940 .

[6]  Gordon F. Newell,et al.  Queues for a Vehicle-Actuated Traffic Light , 1964 .

[7]  G. F. Newell Properties of Vehicle-Actuated Signals: I. One-Way Streets , 1969 .

[8]  James G. Little,et al.  Queuing of side-street traffic at a priority type vehicle-actuated signal , 1971 .

[9]  Richard Cowan An improved model for signalised intersections with vehicle-actuated control , 1978 .

[10]  Teresa M Adams,et al.  The process of information propagation in a traffic stream with a general vehicle headway: A revisit , 2010 .

[11]  Feng-Bor Lin,et al.  ESTIMATION OF AVERAGE PHASE DURATIONS FOR FULL-ACTUATED SIGNALS , 1982 .

[12]  Arthur John Hamblin Clayton Road traffic calculations , 1941 .

[13]  A D May,et al.  THE EFFICIENT CONTROL OF AN ISOLATED VEHICLE-ACTUATED CONTROLLED INTERSECTION: A COMPARISION I.E., COMPARISON BETWEEN QUEUE CONTROL AND VOLUME-DENSITY CONTROL , 1990 .

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

[15]  Xiubin Wang,et al.  Modeling the process of information relay through inter-vehicle communication , 2007 .