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首页> 外文期刊>Journal of Transportation Engineering >Enhancing Ramp Metering Algorithms with the Use of Probability of Breakdown Models
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Enhancing Ramp Metering Algorithms with the Use of Probability of Breakdown Models

机译:利用击穿模型的概率增强斜坡计量算法

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Ramp-metering, which controls the onramp flow into the freeway, is successful in increasing freeway throughput and reducing overall travel-time. The maximum flow allowed from the onramp during ramp-metering is typically estimated so that the sum of flows from the onramp and mainline do not exceed a predetermined threshold (either the capacity of the downstream section or a threshold based on occupancy at capacity). Recent research has shown that this threshold is probabilistic and the transition from noncongested to congested conditions (i.e., breakdown) occurs stochastically. Also, research has shown that the contribution of the ramp and freeway demands on breakdown is different; 100 additional vehicles arriving from the ramp increase the probability of breakdown more than 100 additional vehicles from the freeway. This fluctuation has been studied through the development of breakdown probability models, which provide the probability of breakdown as a function of the combination of the mainline and ramp flows. The writers' objective was to develop suitable site-specific probability of breakdown models and use them within existing ramp-metering algorithms to evaluate their ability to postpone the breakdown and reduce congestion at freeway facilities with recurring congestion. The writers first develop a process for obtaining breakdown-probability models for existing critical ramps (i.e., those where breakdown starts). Next, the writers propose specific enhancements to existing ramp-metering algorithms that incorporate probability-of-breakdown models. Proposed enhancements are presented for two algorithms, as follows: (1) the Minnesota stratified ramp-metering algorithm (SZM), and (2) the Ontario COMPASS algorithm. Simulation was used to replicate these algorithms and evaluate the proposed enhancements. The results of these experiments showed that the enhancements are effective in postponing congestion at the two sites by 17-35 min.
机译:匝道计量控制匝道进入高速公路的流量,成功地提高了高速公路的通行能力并减少了总体行驶时间。通常估计匝道计量期间从匝道允许的最大流量,以使来自匝道和干线的流量之和不超过预定阈值(下游部分的流量或基于容量占用的阈值)。最近的研究表明,该阈值是概率性的,并且从非拥塞状态到拥塞状态(即故障)的过渡是随机发生的。另外,研究表明,匝道和高速公路需求对故障的贡献是不同的;从坡道到达的另外100辆车辆增加了从高速公路上击穿100辆以上车辆的可能性。通过开发故障概率模型研究了这种波动,该模型提供了故障概率与干线流量和坡道流量相结合的函数。作者的目的是开发适合于特定地点的故障概率模型,并在现有的匝道计量算法中使用它们来评估其推迟故障并减少高速公路设施经常性拥堵的能力。作者首先开发了一种过程,用于为现有的关键斜坡(即那些开始出现故障的斜坡)获取故障概率模型。接下来,作者提出了对合并了击穿概率模型的现有斜坡测量算法的特定增强。针对以下两种算法提出了建议的增强功能,如下所示:(1)明尼苏达州分层斜率计量算法(SZM),以及(2)Ontario COMPASS算法。仿真用于复制这些算法并评估建议的增强功能。这些实验的结果表明,这些增强作用可以有效地将两个站点的拥堵推迟17-35分钟。

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