象限道路交叉口:控制延迟节省和额外旅行时间之间的权衡

IF 1.6 4区 工程技术 Q3 ENGINEERING, CIVIL Transportation Research Record Pub Date : 2023-09-20 DOI:10.1177/03611981231195056
Guangchuan Yang, Christopher M. Cunningham, Michael R. Brown
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引用次数: 0

摘要

象限道路交叉口(QRI)相对于四相交叉口减少了拥堵。(注:本研究涉及车辆在道路右侧行驶的交通系统。)它通过从主要十字路口移除左转车辆,从而产生两相信号。然而,对于控制延迟的节省与改道运动所经历的额外旅行时间之间的权衡,人们缺乏清晰的认识。本研究通过TransModeler微仿真建模,比较了不同交通需求场景下5种QRI设计与对应的传统交叉口(CI)的运行性能。采用三种有效性度量:系统时间(time-in-system, TIS)、控制延迟(control delay)和交叉口容量利用率(intersection capacity utilization)。仿真结果表明,在所有需求场景下,所有QRI设计都优于三种moe的CI设计。直接左转设计的qri的平均TIS小于环形左转设计的qri,这表明控制延迟的节省并没有抵消额外的旅行时间。在需求相对较低的情况下,单个QRI设计通常可以平衡控制延迟和额外行程时间之间的权衡。在高需求场景下,双QRI或全QRI直接左转是首选,因为它将左右转弯的交通重新或部分重新引导到次要交叉口,因此主交叉口的容量利用率较低,可以容纳更多的通过交通需求,而不是CI,单QRI和双QRI或全QRI环状左转。
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Quadrant Roadway Intersections: Tradeoffs between Control Delay Savings and Extra Travel Time
A quadrant roadway intersection (QRI) reduces congestion relative to a four-phase intersection. (Note: this study relates to traffic systems where vehicles drive on the right-hand side of the road.) It does this by removing left-turn traffic from the main intersection, resulting in a two-phase signal. Nevertheless, there is a lack of clear understanding of the tradeoffs between savings in control delay versus extra travel time experienced by the rerouted movements. This research compared the operational performance of five QRI designs with the counterpart conventional intersection (CI) under various traffic demand scenarios via TransModeler microsimulation modeling. Three measures-of-effectiveness (MOEs) were employed: time-in-system (TIS), control delay, and intersection capacity utilization. Simulation results show that all QRI designs outperform CI design for all three MOEs under all demand scenarios. QRIs with direct left-turn design have a smaller average TIS than those with loop left-turn design, indicating that savings in control delays did not offset the extra travel times. Under a relatively low demand condition, a single QRI design can generally balance the tradeoffs between control delay and extra travel time. Under a high demand scenario, a dual or full QRI with direct left-turns is preferred, since it reroutes or partially reroutes left- and right-turn traffic to secondary intersections, thus the main intersection has a lower capacity utilization and can accommodate more through-traffic demands than CI, single QRI, and dual or full QRIs with loop left-turns.
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来源期刊
Transportation Research Record
Transportation Research Record 工程技术-工程:土木
CiteScore
3.20
自引率
11.80%
发文量
918
审稿时长
4.2 months
期刊介绍: Transportation Research Record: Journal of the Transportation Research Board is one of the most cited and prolific transportation journals in the world, offering unparalleled depth and breadth in the coverage of transportation-related topics. The TRR publishes approximately 70 issues annually of outstanding, peer-reviewed papers presenting research findings in policy, planning, administration, economics and financing, operations, construction, design, maintenance, safety, and more, for all modes of transportation. This site provides electronic access to a full compilation of papers since the 1996 series.
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