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Apr 26, 2012
Capacity Analysis of Type-A Weaving Section by Using Cellular Automata Model
Authors: Xingang Li [email protected], Ziyou Gao [email protected], and Bin Jia [email protected]Author Affiliations
Publication: Traffic and Transportation Studies 2010
Abstract
In this paper, the capacity of the weaving section, in which an on-ramp and an off-ramp are joined together by an auxiliary lane, influenced by the inflow rates of drive-in and drive-out vehicles is investigated. The drive-in vehicle should merge into the main road while the drive-out vehicle should diverge from the main road. When the number of drive-out vehicle is larger than the number of drive-in vehicle, the total flux can be reduced to lower values. The drive-out vehicle is difficult to enter into the off-ramp then it queues up at the weaving section and blocks the following traffic. Thus the flux on the off-ramp is much lower than the inflow rate of drive-out vehicle and the traffic on the main road is greatly disturbed. As to the length of the weaving section, it should be better larger than 150 m.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing 100044, China.E-mail: [email protected]
MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing 100044, China.E-mail: [email protected]
MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing 100044, China.E-mail: [email protected]
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