Research of Signalized Intersection Delay Model by Using Optimization Method

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Abstract:

By using optimization method, this paper has set up vehicle delay models of signalized intersection which based on vehicle average delay minimum, each phase remain time equal and each phase remain time balance. By using a real intersection’s geometry and traffic flow data, this paper has also set up the phase time with the above models, studied the results and evaluated these models

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2742-2746

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May 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Webster F,Cobber B.Traffic signals research report[R]. London: Road Research Laboratory, 1966.

Google Scholar

[2] Allsop R B.SIGSET:a computer program for calculating traffic capacity signal-controlled junctions[J]. Traffic Engineering Control, 1971, 12:58.

Google Scholar

[3] Allsop R B. SIGCAP: a computer program for assessing the traffic capacity of sinal-controlled road junctions[J]. Traffic Engineering Control, 1976, 17: 338

Google Scholar

[4] Society of American transportation. Highway Capacity Manual., Huashundun, American Transportation Research Society, 2000.

Google Scholar

[5] Jiao M D, Ma L & Fan B Q. The Artificial Ants method of intersection signal time setting. Journal of Shanghai University of Science and Technology,2003, 25(2):143-145.

Google Scholar

[6] Sheng F, Yang X G. Multi-objective optimization method of city intersection's signal time setting. Journal of Tongji University, 2009, 37(7):898-902.

Google Scholar

[7] Yang X G, Zhuang B & Li K P. Analyzing the mutual affective between saturation rate and startup delay. Journal of Tongji University, 2006, 34(6):738:743.

Google Scholar