Modeling Traffic Operations on Intersections Using Monte-Carlo Simulation Techniques

The main objective of this paper is to analyze the influence of interactions between traffic flows in the conflict area of an intersection on the performance of that intersection. To do so, a model is developed based on queuing theory, which allows one to implement these interactions, such as vehicles hindering or blocking other vehicles. The model uses Monte-Carlo simulation techniques to simulate the stochastic character of arrival and service processes on an intersection. It is shown that the model behaves in accordance with analytic and deterministic formulas that allow calculating the capacities and the delays at simple intersections. However, the results of the simulation model on a complex real-world intersection, for a range of conditions of demand, show that the capacity of an intersection can drop in saturated conditions as a result of the above mentioned interactions. Therefore, these results strongly indicate that current traffic models overestimate capacities of intersections in (over-) saturated conditions, and underestimate delays, because they do not consider interactions that might occur after a vehicle has entered the conflict area of an intersection.

[1]  J. Tanner,et al.  The capacity of uncontrolled intersection. , 1967, Biometrika.

[2]  W Siegloch,et al.  DIE LEISTUNGSERMITTLUNG AN KNOTENPUNKTEN OHNE LICHTSIGNALSTEUERUNG , 1973 .

[3]  H. J. Van Zuylen,et al.  MARKOV MESOSCOPIC SIMULATION MODEL OF OVERFLOW QUEUES AT MULTILANE SIGNALIZED INTERSECTIONS , 2005 .

[4]  Ghassan Abu-Lebdeh,et al.  Modeling of Delay Induced by Downstream Traffic Disturbances at Signalized Intersections , 2005 .

[5]  Werner Brilon,et al.  Capacity and Delays at Intersections Without Traffic Signals , 2005 .

[6]  Ghassan Abu-Lebdeh,et al.  Signal Coordination and Arterial Capacity in Oversaturated Conditions , 1998 .

[7]  A J Miller,et al.  NINE ESTIMATORS OF GAP-ACCEPTANCE PARAMETERS , 1971 .

[8]  N. Rouphail,et al.  A preliminary model of queue interaction at signalised paired intersections , 1992 .

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

[10]  Francesco Viti,et al.  Modeling Queues at Signalized Intersections , 2004 .

[11]  Jurgen Harders DIE LEISTUNGSFAHIGKEIT NICHT SIGNALGEREGELTER STADTISCHER VERKEHRSKNOTEN.. , 1968 .

[12]  Andrzej P. Tarko Random Queues in Signalized Road Networks , 2000, Transp. Sci..

[13]  L. H. Immers,et al.  A kinematic wave dynamic network loading model, including intersection delays , 2007 .

[14]  R. J. Troutbeck,et al.  Average Delay at an Unsignalized Intersection with Two Major Streams Each Having a Dichotomized Headway Distribution , 1986, Transp. Sci..

[15]  J Harders GRENZ- UND FOLGEZEITLUECKEN ALS GRUNDLAGE FUER DIE BERECHNUNG DER LEISTUNGSFAEHIGKEIT VON LANDSTRASSEN , 1976 .

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

[17]  N Prosser,et al.  A PROCEDURE FOR ESTIMATING MOVEMENT CAPACITIES AT SIGNALISED PAIR INTERSECTIONS , 1994 .