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Prohibited-permitted right-turn phasing strategy based on capacity analysis of right-turn movements

机译:基于右转运动能力分析的禁止许可右转调相策略

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In traffic-crowded metropolitan areas, such as Shanghai and Beijing in China, right-turn vehicles that operate with a permitted phase at signalized intersections are normally permitted to filter through large numbers of pedestrians and bicycles. To alleviate such conflicts and improve safety, traffic engineers in Shanghai introduced a prohibited-permitted right-turn operation, adding a subphase to the permitted phase in which right-turns are prohibited. Unfortunately, the prohibited subphase would reduce the capacity of right-turn movements when it prohibits right turns even if there are few pedestrians and bicycles crossing the street. This paper aims at quantifying the impact of both non-vehicular flows and the prohibited subphase on the right-turn capacity, and then proposes a strategy to determine appropriate prohibited-permitted right-turn operation that minimizes the capacity reduction caused by the prohibited subphase. To achieve this goal, we improved the pedestrian and bicycle adjustment factor described in the Highway Capacity Manual by taking into account: (1) the variety in space competition between pedestrians and bicycles, and (2) the effect of two conflict zones in each phase on right-turn operation. In addition, we revised the capacity estimation model in the Highway Capacity Manual, and developed a model based on bicycle/pedestrian volume fluctuation to describe the capacity reduction due to both non-vehicular flows and the prohibited subphase. Furthermore, we proposed a timing strategy for the onset and duration of appropriate prohibited subphase. When bicycle and pedestrian volumes are low, the actuated strategy turns to the permitted phase. When these volumes are moderate, the strategy turns to the prohibited-permitted operation. With the volumes increasing, the prohibited subphase onset advances and duration increases. In these two scenarios, the new strategy has higher right-turn capacity than the current pretimed prohibited-permitted operation. Unfortunately, when bicycle and pedestrian volumes are high, the strategy yields similar right-turn capacity. However, the new prohibited subphase has less potential vehicle-bicycle and vehicle-pedestrian conflicts. (C) 2015 Elsevier Ltd. All rights reserved.
机译:在中国上海和北京等交通拥挤的大都市地区,通常允许在信号交叉口以允许相位行驶的右转车辆通过大量的行人和自行车。为了缓解这种冲突并提高安全性,上海的交通工程师引入了禁止通行的右转操作,在允许通行的转弯处增加了一个子阶段,禁止转弯。不幸的是,即使有很少的行人和自行车过马路,被禁止的子路段在禁止右转弯时也会减少右转弯的能力。本文旨在量化非车辆流量和禁止子路段对右转弯通行能力的影响,然后提出一种策略,确定适当的禁止通行的右转弯操作,以最小化由禁止子路段引起的通行能力下降。为了实现这一目标,我们通过考虑以下因素改进了《公路通行能力手册》中描述的行人和自行车调整系数:(1)行人和自行车之间的空间竞争的多样性,以及(2)每个阶段两个冲突区域的影响右转操作。此外,我们修订了《公路通行能力手册》中的通行能力估算模型,并开发了一个基于自行车/行人流量波动的模型,以描述由于非车辆流量和禁止的子路段导致的通行能力下降。此外,我们针对适当的禁止亚阶段的发作和持续时间提出了时间策略。当自行车和行人的数量很少时,驱动策略将转到允许阶段。当这些数量适中时,该策略将转向禁止允许的操作。随着数量的增加,禁止的亚相开始发作并持续时间增加。在这两种情况下,新策略的右转能力要高于当前的预定时禁止许可操作。不幸的是,当自行车和行人流量很高时,该策略会产生相似的右转弯能力。但是,新的禁止子阶段潜在的车辆自行车和车辆与行人冲突较少。 (C)2015 Elsevier Ltd.保留所有权利。

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