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Modeling Right-Turn Blockage and Approach Capacity at Signalized Intersections with Channelized Right-Turn Lanes

机译:通道化右转车道的信号交叉口的右转阻塞和进近能力建模

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Right-turn channelization is used to improve the capacity at busy intersections with a lot of right-turns. However, under heavy traffic conditions the through lane vehicles might backup and block the channelization lane. This will affect the discharge rate of right-turning vehicles and reduce the approach capacity. If the right-turn channelization gets blocked frequently, its advantage is neglected and serious capacity problems can be overlooked. This issue is not addressed in the Highway Capacity Manual (HCM), and no separate model is provided to estimate the capacity of approaches with channelized right-turn lanes. Using conventional methods for estimating the capacity without considering the effect of potential blockage would result in overestimation of the approach capacity. This paper presents a probabilistic capacity model for signalized intersections with channelized right-turn lanes considering the possibility of the right-turn vehicles being blocked from accessing the channelization lane. The capacity model was developed as a function of the short-lane section length and the proportion of right-turn traffic by taking into account the probability of blockage. Subsequently, a model was developed to estimate the probability of blockage with respect to the possible residual queue. The proposed capacity model and the blockage probability model were validated on the basis of VISSIM simulations. For operational purposes, the recommended lengths of the short-lane section were developed to prevent blockage at a certain threshold. The recommended lengths would be useful in evaluating adequacy of the current lengths, identifying the options of extending the short-lane section length, or changing signal timing to reduce the likelihood of blockage. (C) 2016 American Society of Civil Engineers.
机译:右转通道化用于提高繁忙路口的右转弯通行能力。但是,在交通繁忙的情况下,直通车可能会备份并阻塞通道化车道。这将影响右转车辆的排放率并降低进近能力。如果右转通道化经常被阻塞,则其优势将被忽略,严重的容量问题可以忽略。高速公路通行能力手册(HCM)中未解决此问题,并且没有提供单独的模型来估计带通道右转车道的进近能力。使用常规方法估算容量而不考虑潜在阻塞的影响将导致过高估算进近容量。考虑到右转车辆被阻止进入通道化车道的可能性,本文提出了带通道右转车道的信号交叉口的概率容量模型。通过考虑阻塞的可能性,根据短车道路段长度和右转交通的比例开发了容量模型。随后,开发了一个模型来估计相对于可能的残留队列的阻塞概率。在VISSIM仿真的基础上,对所提出的容量模型和阻塞概率模型进行了验证。出于操作目的,建议使用短车道部分的建议长度,以防止在一定阈值处发生堵塞。建议的长度将有助于评估当前长度的适当性,确定延长短车道部分长度的选项,或更改信号时序以减少阻塞的可能性。 (C)2016年美国土木工程师学会。

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