A Coordinated ramp metering algorithm for Minnesota's freeways based on density

N. Geroliminis, A. Srivastava, P. Michalopoulos
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引用次数: 3

Abstract

A new coordinated, traffic-responsive ramp metering algorithm has been designed for Minnesota's freeways based on density measurements, rather than flows. This is motivated in view of recent research indicating that the critical value of density at which capacity is observed is less sensitive and more stable than the value of capacity, thereby resulting in more effective control. The main goals of the algorithm are to delay the onset of the breakdown and to accelerate system recovery when ramp metering is unable due to the violation of maximum allowable ramp waiting time. The effectiveness of the new control strategy is being assessed by comparison with the currently deployed version of the Stratified Zone Algorithm (SZM) through microscopic simulation of a real 12-mile, 17 ramp freeway section. Simulations show an improvement of 3–5% in the overall delays and avoidance of the maximum ramp delay violations.
基于密度的明尼苏达州高速公路协调匝道计量算法
明尼苏达州的高速公路设计了一种新的协调的、交通响应的匝道计量算法,该算法基于密度测量,而不是流量。这是因为最近的研究表明,观察到容量的密度临界值比容量值更不敏感,更稳定,从而导致更有效的控制。该算法的主要目标是延迟故障的发生,并在匝道计量因违反最大允许匝道等待时间而无法进行时加速系统恢复。通过对真实的12英里17匝道高速公路路段进行微观模拟,将新控制策略与目前部署的分层区域算法(SZM)进行比较,评估其有效性。仿真结果表明,该方法可使总体延迟改善3-5%,并避免了最大匝道延迟违规。
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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