| 排队论在高速公路收费系统中的应用研究 |
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| 引用本文： | 于立军,甄曦. 排队论在高速公路收费系统中的应用研究[J]. 城市道桥与防洪, 2008, 0(7): 174-176 |
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| 作者姓名： | 于立军 甄曦 |
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| 作者单位： | 天津市市政工程设计研究院,天津市,300051;天津市市政工程设计研究院,天津市,300051 |
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| 摘 要： | 该文运用排队论,对高速公路收费系统建立了M/M/N排队模型,并分析了高速公路收费站服务强度、队列中排队等待的平均车辆数、车辆平均等待时间,进而计算出了适合在不同服务水平下的收费站最大通行能力。
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| 关 键 词： | 排队论 收费系统 通行能力 |
Application Study of Lining-up Theory in Expressway Toll System |
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| Yu Lijun,Zeng Xi. Application Study of Lining-up Theory in Expressway Toll System[J]. Urban Roads Bridges & Flood Control, 2008, 0(7): 174-176 |
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| Authors: | Yu Lijun Zeng Xi |
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| Abstract: | The article applies the lining-up theory to set up the M/M/N ling-up model for the expressway toll system,and analyzes the service strength of expressway toll station,the average vehicle number of lining up for waiting in the formation and the average waiting time of vehicle so as to calculate the maximum traffic capacity of toll station suitable for the different service levels. |
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| Keywords: | lining-up theory toll system traffic capacity |
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