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摘要:
In the three-phase traffic flow studies, the traffic flow characteristic at the bottleneck section is a hot spot in the aca-demic field. The controversy about the characteristics of the synchronized flow at bottleneck is also the main contradiction between the three-phase traffic flow theory and the traditional traffic flow theory. Under the framework of three-phase traffic flow theory, this paper takes the on-ramp as an example to discuss the traffic flow characteristics at the bottleneck section. In particular, this paper mainly conducts the micro-analysis to the effect of lane change under the two lane conditions, as well as the effect of the on-ramp on the main line traffic flow. It is found that when the main road flow is low, the greater the on-ramp inflow rate, the higher the average speed of the whole road section. As the probability of vehicles entering from the on-ramp increases, the flow and the average speed of the main road are gradually stabilized, and then the on-ramp inflow vehicles no longer have a significant impact on the traffic flow. In addition, this paper focuses on the velocity distur-bance generated at the on-ramp, and proposes the corresponding on-ramp control strategy based on it, and the simulation verified that the control strategy can reasonably control the traffic flow by the on-ramp, which can meet the control strategy requirements to some extent.
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篇名 Traffic flow velocity disturbance characteristics and control strategy at the bottleneck of expressway
来源期刊 中国物理B(英文版) 学科
关键词 three-phase traffic flow theory lane change velocity disturbance traffic control strategy
年,卷(期) 2018,(12) 所属期刊栏目
研究方向 页码范围 382-396
页数 15页 分类号
字数 语种 英文
DOI 10.1088/1674-1056/27/12/124502
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three-phase traffic flow theory
lane change
velocity disturbance
traffic control strategy
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中国物理B(英文版)
月刊
1674-1056
11-5639/O4
北京市中关村中国科学院物理研究所内
eng
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17050
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0
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27962
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