A SIMPLE, GENERALIZED METHOD FOR ANALYSIS OF A TRAFFIC QUEUE UPSTREAM OF A BOTTLENECK

Carlos F. Daganzo, A. Erera and T. Lawson

Department of Civil and Environmental Engineering and
Institute of Transportation Studies
University of California, Berkeley, CA 94720 USA


ABSTRACT

This paper generalizes an approach for enhancing a standard input-output diagram to represent graphically the time and distance that vehicles spend in a queue upstream of a bottleneck. The approach requires the construction of a curve depicting the cumulative number of vehicles to have reached the back of the queue as a function of time. The original technique, described in a previous paper, is reviewed for bottlenecks with constant capacity, and for those where capacity changes once. The paper then generalizes the approach to allow multiple changes in bottleneck capacity, and relaxes the original assumption of a triangular flow-density (q-k) relation to one which is piecewise-linear concave. Although it is consistent with the kinematic wave theory of traffic flow, the proposed approach is simpler to apply to complex problems because it avoids the laborious construction of a time-space diagram. It allows the estimation of several measures required in the evaluation of the impacts of bottlenecks, including the (accurate) number of vehicles in queue and the physical extents of queues at any time, and the total time spent by vehicles in different traffic states.


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Last update 1/1/98