Effect of Through Movement Flow Rate on Left-Turn Lane Utilization at Signalized Intersections

M. Ghanim, Khaled Shaaban
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Abstract

Heavy left-turn volumes can increase the delay at any signalized intersection. This study aims to investigate the interaction between through movement and left-turning movement at signalized intersections. A microsimulation approach is employed to simulate real traffic conditions at a signalized intersection in the city of Doha, Qatar. Different scenarios with different traffic needs, left-turn bay designs, and traffic control parameters were used. For each scenario, the left-turn throughput, average delay, and average queue are recorded. The results indicated that the approach volume is influencing the level of utilization of left-turn lanes, regardless of the number of lanes or the storage length. The results also reveal that high delay at left-turn lanes is experienced as the through movements reach capacity. In regards to left-turn queues, while increasing the number of left-turn lanes has reduced the queue length, the associated high delays indicate that the storage bay is not fully utilized, and many of the left-turn vehicles are not allowed to enter the left-turn bay due to the through movement demand. The results indicate that through movement flow rate should be considered when deciding the number and length of left-turn lanes needed instead of focusing only on the left turn demand. The results also suggest that the use of microsimulation can provide more accurate results when determining the length and number of left-turn lanes.
通行车流率对信号交叉口左转车道利用的影响
在任何有信号的十字路口,过多的左转量会增加延误。本研究旨在探讨信号交叉口通行运动与左转运动之间的相互作用。采用微观仿真方法对卡塔尔多哈某信号交叉口的真实交通状况进行了仿真。在不同的场景下,使用了不同的交通需求、左转弯通道设计和交通控制参数。对于每个场景,记录左转弯吞吐量、平均延迟和平均队列。结果表明,无论车道数或车道长度如何,车道容积都会影响左转车道的利用水平。结果还表明,当车辆通行达到通行能力时,左转弯车道出现高延迟。对于左转弯队列,增加左转弯车道数量虽然减少了队列长度,但相关的高延迟表明存储空间没有得到充分利用,由于通行需求,许多左转弯车辆不允许进入左转弯通道。结果表明,在确定所需左转车道的数量和长度时,不应只考虑左转需求,而应考虑通行流量。结果还表明,在确定左转弯车道的长度和数量时,使用微观模拟可以提供更准确的结果。
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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