多车道交叉口模型

B. Schnetzler, Xavier Louis, J. Lebacque
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引用次数: 7

摘要

交叉口建模是在宏观交通流模型的框架内进行描述的。对于以前的模型,重点是最重要的因素:先进先出(FIFO)效应。根据车道数的不同,目前的模型要么假设完全先进先出交通,要么假设完全非先进先出交通。虽然我们假设是单流高速公路交通模型,但改进考虑了接近合并点和分叉点的车道变化。因此,交通既不是完美的FIFO也不是完美的非FIFO,因此交叉口的流出在很大程度上取决于交叉口拓扑、车道上的交通分布和驾驶员行为。因此,本文建议对合并和发散的描述进行简单的改进,以考虑其中的一些因素。相对于之前的模型,最好的改进是当另一个出口拥挤时,岔道上一个不拥挤出口的流出预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A multilane junction model
Junction modelling is described within the framework of macroscopic traffic flow models. Given previous models, the focus is on the most important factor: first-in first-out (FIFO) effects. According to the number of lanes, current models assume either a perfectly FIFO traffic or a perfectly non-FIFO traffic. Although we assume a single-flow highway traffic model, the improvement takes into account lane changes close to merges and diverges. Thus the traffic is neither perfectly FIFO nor perfectly non-FIFO and so outflows at junctions depend considerably on junction topology, traffic distribution in lanes and driver behaviour. As a consequence, this article suggests a simple improvement of the description of merges and diverges which takes into account some of these factors. With respect to the previous models, the best improvement concerns the outflow forecasting on an uncongested exit of a diverge when the other exit is congested.
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来源期刊
Transportmetrica
Transportmetrica 工程技术-运输科技
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