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Optimal location of the U-turn at a signalised intersection with double left-turn lanes

机译:在带有双左转车道的信号交叉口处掉头的最佳位置

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The location of the U-turn median opening at signalised intersections can have important effects on the intersection performance. However, there has been very little prior work on this issue, especially on intersections with double left-turn lanes. This study analyses the mutual interference of the U-turn and the left-turn movements at signalised intersections with double left-turn lanes. A lane selection model, based on the Wardrop Equilibrium Principles is developed for left-turn drivers. The saturation flow rate model of the double left-turn lanes is developed to quantitatively evaluate its utilisation. This study also presents the guidelines for the design of the U-turn median opening for maximising the saturation flow rate of double left-turn lanes. The proposed model is also verified by means of simulation, and then a case study is used to compare the intersection performance before and after optimisation. The results of case study show that if the U-turn locations are varied, the saturation flow rate of the double left-turn lanes would also vary considerably. The authors show that there can be a major difference of 77.47%, and the saturation flow rate of optimal location can be improved by 7.63% compared with the current location of the U-turn median opening.
机译:信号交叉口掉头中间开口的位置可能会对交叉口性能产生重要影响。但是,在此问题上的工作很少,特别是在具有双左转车道的交叉路口。本研究分析了在具有双左转车道的信号交叉口处掉头和左转运动的相互干扰。为驾驶员左转开发了基于Wardrop平衡原理的车道选择模型。开发了双左转车道的饱和流速模型,以定量评估其利用率。这项研究还提出了U形弯头中间开口设计的指导,以最大程度地增加双左拐弯车道的饱和流速。还通过仿真验证了提出的模型,然后使用案例研究比较了优化前后的路口性能。案例研究结果表明,如果掉头位置不同,则双左转车道的饱和流量也将有很大变化。作者表明,可能存在77.47%的主要差异,并且与U形弯头中位开口的当前位置相比,最佳位置的饱和流速可以提高7.63%。

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