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高速公路主线收费站拥堵消散控制策略

, PP. 139-145

Keywords: 交通工程,主线收费站,元胞自动机,拥堵消散控制策略,高速公路

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Abstract:

?针对高速公路主线收费站自身结构特点,分析了高速公路主线收费站系统组成和系统各组分内的车辆行为特征,对现有元胞自动机模型规则进行改进,建立了一种适用于高速公路主线收费站系统的元胞自动机交通流模型,并对4种可能引发高速公路主线收费站拥堵的因素进行了交通流模型仿真分析和比较,分析了拥堵产生的机理;综合考虑拥堵诱因以及常用的拥堵消散策略,提出了3种组合消散控制策略,并分别对拥堵消散过程进行了仿真分析。分析结果表明:组合策略Ⅲ(主线限速、入口流量控制和收费通道数控制组合策略)在排队长度和消散效果两方面均优于组合策略Ⅰ(入口流量控制和收费通道数控制组合策略)和组合策略Ⅱ(主线限速和收费通道数控制组合策略)。

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