作者
Robert L Bertini, Monica T Leal
发表日期
2005/6
期刊
Journal of Transportation Engineering
卷号
131
期号
6
页码范围
397-407
出版商
American Society of Civil Engineers
简介
Traffic was studied upstream and downstream of a bottleneck that arose near a freeway lane drop near London, U.K. using archived high-resolution loop detector data. The bottleneck’s location and mean discharge flows were reproducible from day to day. Further, it is shown that the bottleneck’s discharge flow was about 10% lower than the prevailing flow observed prior to queue formation. Upon bottleneck activation, flow reductions occurring sequentially in time and space marked the passage of the backward-moving shock. Mean shock velocities ranged between 4.8 and (3 and 4 mph) as they traveled upstream from the bottleneck. During bottleneck discharge, oscillations arose in the queue and propagated upstream at nearly constant speeds of (11–12 mph). Flows measured at locations downstream of the bottleneck were not affected by these oscillations. These findings were …
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