Increasing the flow capacity of signalized intersections with pre-signals : theory and case study. Dissertation University of California, Berkeley.

Auteur(s)
Yiguang Xuan
Jaar
Samenvatting

This dissertation focuses on the problem of increasing the flow capacity (i.e., the maximal vehicle flow that can be sustained) of signalised intersections, and discusses how to do this with a mid-block pre-signal to more efficiently use the given road space. The dissertation proposes a new \tandem design" to reorganize traffic and increase the flow capacity of signalised intersections. In the tandem design, a mid-block pre-signal is used to sort left-turning vehicles (LVs) and through-moving vehicles (TVs) in tandem, rather than leaving them side by side, as in the conventional design. For intersections with separate through and left-turn phases, the tandem design outperforms the conventional one because more lanes can be used to discharge traffic during at least one of the intersection signal phases. We find that the tandem design can increase the intersection capacity by 10% to 20% in its simplest form. We also study the length requirement of blocks to fully realize the capacity benefit, and modifications of the tandem design to reduce this length requirement. We then conduct a case study at a signalised intersection in the city of Chengdu, China. The case study shows that the tandem design can effectively increase intersection capacity. Moreover, the case study shows that together with enforcement of the bus-lane restriction, both cars and buses can benefit. Finally, we demonstrate how the idea of tandem sorting with pre-signals can be extended to increase intersection capacity of multimodal traffic, using as an example the case of cars and buses. This extension hinges on an assumption that the discharge times of different modes of transport is additive, and this assumption is confirmed with a natural experiment. (Author/publisher)

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Publicatie

Bibliotheeknummer
20121101 ST [electronic version only]
Uitgave

Berkeley, CA, University of California Transportation Center (UCTC), 2011, VIII + 53 p., 31 ref.; UCTC Dissertation UCTC-DISS-2011-09

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