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contributor authorHong K. Lo
contributor authorAndy H. F. Chow
date accessioned2017-05-08T21:04:29Z
date available2017-05-08T21:04:29Z
date copyrightJuly 2004
date issued2004
identifier other%28asce%290733-947x%282004%29130%3A4%28466%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37627
description abstractRecently, a dynamic traffic control system designated as dynamic intersection signal control optimization (DISCO) has been developed. DISCO considers the entire fundamental diagram of traffic flow, which is essential for controlling congested and transient traffic. As a dynamic model, DISCO works with time-variant traffic patterns and derives dynamic timing plans. In this study, we applied DISCO to a congested network in Hong Kong and studied the various control strategies enabled by DISCO. The results showed that DISCO outperformed the existing plans by 30–40% in overall delay reductions. DISCO performed best under the most flexible control scheme of variable-green no-cycle strategy, given a good initial solution for the algorithm. Nevertheless, even good fixed-time plans can produce remarkable results.
publisherAmerican Society of Civil Engineers
titleControl Strategies for Oversaturated Traffic
typeJournal Paper
journal volume130
journal issue4
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2004)130:4(466)
treeJournal of Transportation Engineering, Part A: Systems:;2004:;Volume ( 130 ):;issue: 004
contenttypeFulltext


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