Capacity Reduction at Incidents

Author:

Knoop Victor L.1,Hoogendoorn Serge P.1,van Zuylen Henk J.2

Affiliation:

1. Faculty of Civil Engineering, Transport, and Planning, P.O. Box 5048, 2600 GA Delft, Netherlands.

2. TRAIL Research School and Faculty of Civil Engineering, Transport and Planning, Delft University of Technology, P.O. Box 5048, 2600 GA Delft, Netherlands.

Abstract

Incidents on freeways cause large delays for road users. These delays depend largely on the capacity at the incident location, which is determined by the drivers’ behavior at the accident location. Few empirical facts are available on traffic operations during an incident. This paper presents high-quality videos of the traffic flow around two accidents recorded from a helicopter. From the collected images, traffic counts have been performed at the exact location of the incident. This has two advantages. First, the capacity at the bottleneck per lane could be estimated. Second, truck counts could be converted to passenger car units at the location of the bottleneck. Counts show that the (outflow) capacity of the remaining lanes is about 50% lower than the (free-flow) capacity of the same number of lanes. This means that the road capacity in the opposite direction is reduced by half by the rubbernecking effect. The capacity of the road in the direction of the accident is reduced by more than half because not all lanes are in use. The images provide information on the causes for the capacity reduction. A leader accelerates and the follower accelerates a short time later. The average time between these two accelerations is estimated at about 3 s, but the video also shows a large spread of these times. The results can be used to assess consequences of incidents, in an analytical way and in macroscopic or microscopic traffic simulators.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

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