基于its的左转策略对网络性能的影响

Ali Hajbabaie, J. C. Medina, R. Benekohal
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引用次数: 17

摘要

增加交通网络容量是非常重要的,特别是在交通拥挤的情况下。在一定条件下,提供左转绿灯时间会降低交叉口通行能力,原因是:a)增加相位造成的时间损失较大,b)通过车流的绿灯时间较短。在本研究中,我们将比较三种基于its的左转政策对拥挤交通网络性能的影响。基本政策是允许在交通需求大的交通走廊沿线的所有十字路口左转。第二项政策是在走廊的一些十字路口禁止转弯,而第三项政策是在走廊沿线的所有十字路口取消转弯。当一个左转弯被移除时,左转弯在网络中被重新路由。为了确保在每个策略中网络都在其最佳状态下工作,我们使用遗传算法(GAs)来确定每个策略的最佳信号时序参数。结果表明,在案例研究网络的主干道上每隔一个交叉口禁止左转弯,使网络处理车辆总数增加6.6%,处理车辆总数达到2550辆,平均每辆车延误时间减少10.7%,每辆车延误时间为196.3秒。取消交通网络主干道上所有十字路口的左转弯后,交通网络处理的车辆总数增加了9.1%,达到2607辆。这项政策使每辆车的平均延误时间减少了3.1%,每辆车的延误时间为213.0秒。因此,在通行交通需求大、左转弯交通需求低的时期,在网络的全部或部分交叉口禁止左转弯,可以显著提高网络的性能,并显著降低每辆车的延误。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effects of ITS-based left turn policies on network performance
Increasing transportation network capacity is very important, particularly in congested traffic condition. In certain conditions, providing left turn green time could reduce intersection capacity because of: a) larger lost time due to added phase, and b) shorter green time for the through traffic movements. In this study, we will compare the effects of three ITS-based left turn policies on the performance of a congested transportation network. The base policy is allowing left turns in all intersections along a corridor of the network with high traffic demand. The second policy is prohibiting them in some intersections of that corridor, while the third policy is removing these turning movements from all intersections along that corridor. When a left turn is removed, the left turners are rerouted in the network. To make sure that in each policy the network is working at its optimal condition, we used Genetic Algorithms (GAs) to determine optimal signal timing parameters for each policy. The results showed that prohibiting left turns in every other intersection along an arterial of the case study network increased the total number of vehicles processed by the network by 6.6% and resulted in a total of 2550 processed vehicles and reduced average delay per vehicle by 10.7% resulting in delay of 196.3 seconds per vehicle. Removing left turns from all intersections along an arterial of the network increased the total number of vehicles processed by the network by 9.1% and resulted in 2607 processed vehicles. This policy resulted in a decrease in average delay per vehicle by 3.1% and resulted in 213.0 seconds of delay per vehicle. Thus, in periods of heavy traffic demand for through movement and low traffic demand for left turns, prohibiting left turns in all or some intersections of a network could result in a significant increase in the performance of the network as well as a significant decrease in delay per vehicle.
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