Statistical forecasting of high-way traffic jam at a bottleneck

I. Grabec
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引用次数: 4

Abstract

Maintenance works on high-ways usually require installation of bottlenecks that disturb traffic. The article presents a new mathematical model for analysis and forecasting of traffic jam evolution in front of a bottleneck. The model is comprised of two partial differential equations for the mean velocity and density of cars. The first equation describes relaxation of velocity to its equilibrium value determined by a new fundamental diagram. The second is the continuity equation and describes adaptation of the density to the input traffic flow that is forecast statistically. Numerical treatment of the model yields distributions of traffic variables that exhibit characteristic properties of jam evolution. The performance of the method is demonstrated by forecasting the jam that would develop during rush-hour if a bottleneck were installed on a high-way close to Ljubljana. Beside the model a new method is presented for approximate prediction of jam length based upon input flow and bottleneck capacity that is specified by the fundamental diagram. The corresponding computer programs represent a new tool by which experts can analyze properties of bottlenecks in order to optimize them.
瓶颈处高速公路交通堵塞的统计预测
高速公路的维护工作通常需要安装干扰交通的瓶颈。本文提出了一种新的瓶颈前交通拥堵演变分析与预测的数学模型。该模型由两个关于汽车平均速度和密度的偏微分方程组成。第一个方程描述了由一个新的基本图确定的速度松弛到其平衡值。第二个是连续性方程,描述了密度对统计预测的输入交通流的适应性。对该模型进行数值处理,得到了具有拥堵演化特征的交通变量分布。如果在卢布尔雅那附近的高速公路上安装瓶颈,该方法的性能将通过预测高峰时段发生的拥堵来证明。在此基础上,提出了一种基于输入流量和瓶颈容量的基本图近似预测堵塞长度的新方法。相应的计算机程序代表了一种新的工具,专家可以通过它来分析瓶颈的特性,以便对其进行优化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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