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评估一种非传统双车道交叉口掉头设计的运行特性。

Evaluating the Operational Features of an Unconventional Dual-Bay U-Turn Design for Intersections.

作者信息

Xiang Yun, Li Zhibin, Wang Wei, Chen Jingxu, Wang Hao, Li Ye

机构信息

Jiangsu Key Laboratory of Urban ITS, Southeast University, Si Pai Lou #2, Nanjing, China.

Jiangsu Province Collaborative Innovation Center of Modern Urban Traffic Technologies, Si Pai Lou #2, Nanjing, China.

出版信息

PLoS One. 2016 Jul 28;11(7):e0158914. doi: 10.1371/journal.pone.0158914. eCollection 2016.

Abstract

Median U-turn intersection treatment (MUTIT) has been considered an alternative measure to reduce congestion and traffic conflict at intersection areas. The MUTIT is sometimes difficult to implement in the field because it requires wide median on arterials for U-turn vehicles. The objective of this study is to introduce an unconventional U-turn treatment (UUT) for intersections which requires less median space but is also effective. The UUT has a dual-bay design with different turning radiuses for small and large vehicles. The VISSIM simulation model was developed to evaluate the operational features of the UUT. The model was calibrated using data collected from intersections in China. The capacity, delay and number of stops were evaluated and compared with the direct-left-turn (DLT) for the same intersections. The results showed that the UUT significantly improved the operations at intersection areas, especially when volume/capacity ratio is small, and ratio of left-turn to through traffic is small. With the UUT, the capacity is increased by 9.81% to 10.38%, vehicle delay is decreased by 18.5% to 40.1%, and number of stops is decreased by 23.19% to 36.62%, when volume/capacity ratio is less than 0.50. The study also found that traffic efficiency could be further improved when the UUT is designed in conjunction with signal control. In the case, the UUT plus signalized control increases the capacity by 25% to 26.02%, decreases vehicle delay by 50.5% to 55.8%, and reduces number of stops by 69.5%, compared with the traditional DLT.

摘要

中央分隔带掉头交叉口处理方式(MUTIT)被认为是减少交叉口区域拥堵和交通冲突的一种替代措施。MUTIT有时在实地实施起来很困难,因为它要求主干道上有宽阔的中央分隔带供掉头车辆使用。本研究的目的是引入一种非常规的交叉口掉头处理方式(UUT),这种方式所需的中央分隔带空间较小,但同样有效。UUT采用双车道设计,大小车辆的转弯半径不同。开发了VISSIM仿真模型来评估UUT的运行特性。该模型使用从中国交叉口收集的数据进行了校准。对相同交叉口的通行能力、延误和停车次数进行了评估,并与直接左转(DLT)进行了比较。结果表明,UUT显著改善了交叉口区域的运行状况,尤其是当流量/通行能力比小且左转与直行车流量比小的时候。采用UUT时,当流量/通行能力比小于0.50时,通行能力提高了9.81%至10.38%,车辆延误减少了18.5%至40.1%,停车次数减少了23.19%至36.62%。研究还发现,当UUT与信号控制结合设计时,交通效率可以进一步提高。在这种情况下,与传统的DLT相比,UUT加信号控制使通行能力提高了25%至26.02%,车辆延误减少了50.5%至55.8%,停车次数减少了69.5%。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/738d/4965191/446f68678ce6/pone.0158914.g001.jpg

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