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On-ramp Selection Methodology for Coordinated Ramp Metering Schemes

机译:协调斜坡计量方案的斜坡选择方法

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Coordinated ramp metering is an effective means to reduce freeway bottleneck delay by postponing the moment of a flow breakdown and the associated capacity drop. To this aim, vehicles are stored at upstream located ramps to reduce the flow towards the bottleneck, causing delays at the ramps to both vehicles that move towards the bottleneck and to those that leave the network elsewhere. There are several different network characteristics that determine the resulting total ramp and bottleneck delays, and hence, whether it is beneficial to include a ramp into the set of coordinated ramps. In this contribution an approach is put forward to make an adequate decision on which ramps should be coordinated given the situation at hand. To quantify the resulting ramp and bottleneck delays, cumulative inflow and outflow curves are developed as a function of the involved situation-specific variables. This enables us to determine the optimal set of coordinated ramps beforehand and to gain insight into the effects of the system variables that determine the delays. By means of a test case the effects are illustrated and a worked example is given of finding such optimal set of coordinated ramps. Results show that the duration of the peak period and the size of the capacity drop strongly determine the delay at the bottleneck, and hence the coordination benefits of postponing the moment of the capacity drop. These variables also have a large influence on the minimum required share of ramp traffic to the bottleneck (i.e. break even share), that determines whether it is beneficial to include the ramp into the coordination.
机译:协调坡道计量是通过推迟流动击穿的时刻和相关的容量下降来减少高速公路瓶颈延迟的有效手段。为此目的,车辆存放在上游的斜坡上,以减少朝向瓶颈的流动,导致斜坡上的延迟到朝向瓶颈的车辆以及将网络离开其他地方的车辆。存在几种不同的网络特性,确定结果总斜坡和瓶颈延迟,因此,是否有利于将斜坡纳入该组协调坡道。在这一贡献中,提出了一种方法,以便在鉴于手头的情况下,应对哪个斜坡进行协调。为了量化所产生的斜坡和瓶颈延迟,累积流入和流出曲线是作为涉及的情况特定变量的函数开发的。这使我们能够预先确定最佳的协调斜坡集,并深入了解确定延迟的系统变量的效果。借助于测试情况,示出了效果,并且给出了解决如此最佳的协调坡道的示例。结果表明,峰值周期的持续时间和能力下降的尺寸强烈地确定了瓶颈的延迟,因此推迟了能力下降的时刻的协调益处。这些变量对斜坡交通的最小所需份额对瓶颈(即断裂均匀分享)产生了很大的影响,这决定了将坡道纳入协调是否有益。

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