变速限制对合并区附近车道分布的影响

V. Knoop, Aurélien Duret, C. Buisson, B. Arem
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引用次数: 87

摘要

高速公路匝道的拥堵是由于太多的车辆想要合并到同一车道上。匝道计量通常被用作影响流量的控制措施,但可变速度限制也可能对合并过程产生重大影响。本文讨论了由于VSL引起的车道分布变化,并明确考虑了入口匝道的影响。为此,将入口匝道上游的车道分布与其他地方的车道分布进行比较。在入口坡道的上游,与没有坡道的部分道路相比,使用外部的流量明显更少(右)。这对有VSL和没有VSL的情况都适用。此外,VSL增加了外车道近容量的使用。这样,VSL不仅影响速度,还影响车道分布,从而可能影响合并比。这种改变车道分布的后果取决于地点,在决定安装可变限速系统时应考虑到这一点。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Lane distribution of traffic near merging zones influence of variable speed limits
The congestion at on-ramps of motorways is due to too many vehicles wanting to merge onto the same lane. Ramp metering is usually used as control measure to influence the flows, but a variable speed limit can also have large consequences for the merging process. This paper discusses the change in lane distribution due to a VSL and explicitly considers the influence of an on-ramp. To this end, the lane distribution just upstream of an on-ramp is compared with the lane distribution elsewhere. Just upstream of an on-ramp, a significantly lower fraction of the flow uses the outside (right) compared to a part of the road without any ramps. This holds both for a situation with VSL as without VSL. Besides, VSL increases the use of the outside lane near capacity. This way, VSL influences not only the speed but also the lane distribution, and thereby possibly also the merging ratio. The consequences of this changed lane distribution are site-dependent and should be taken into account when deciding on installing a system of variable speed limits.
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