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高速公路半幅封闭施工区交通特性与交通冲突特性研究

, PP. 140-146

Keywords: 交通工程,高速公路,交通仿真,交通冲突,交通特性,半幅封闭施工区

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Abstract:

?对双向四车道高速公路半幅封闭施工区的交通特性和交通冲突特性开展研究。以交通流参数调查和交通冲突调查为基础,应用统计分析方法,研究了施工区上游过渡段车辆的排队特征,标定了描述车头时距分布的爱尔朗模型;分析了施工区各组成区段的速度分布特征,确定了基于统计分布原理的各区段限速范围;总结了施工区交通冲突的种类,给出了基于距离碰撞时间的追尾冲突严重程度判别方法,建立了基于负二项分布的追尾冲突预测模型。最后,应用VISSIM软件开展了施工区交通仿真试验。结果表明:基于车辆排队特征所确定的施工区上游过渡段合理长度应在45~70m之间;施工区各区段的限速值应根据交通量设定;在相同交通量水平下当限速值高于50km·h-1时,交通冲突数量会随着限速值提高而显著增加。

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