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Design of an arterial signal progression plan for multi-path flows with only intersection turning counts

机译:用于多路径流量的动脉信号进展规划的设计,只有交叉转向计数

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摘要

Most congested urban arterials, connecting multiple major intersections with heavy turning flows, are likely to comprise multiple high-volume path flows in addition to its through traffic. Hence, such arterials, if designed with state-of-the-art models for progressing mainly through traffic flows, cannot achieve the expected level of performance, because those heavy path flows involving turning movements will inevitably suffer from overflows at their turning bays and consequently trigger a mutual blockage between the turning and through traffic flows. Although some recent advances on multi-path signal progression (Yang et al., 2015; Arsava et al., 2016) offer a viable design alternative for arterials accommodating such traffic patterns, their required data such as the arterial's O-Ds or path volume information cannot be collected with state-of-thepractice traffic sensors, or mathematically estimated at the accuracy level sufficient for design of control strategies. As such, this study proposes a model with the optimized phase sequence and offsets to produce a progression band for each candidate path along the target arterial with only each intersection's volume counts, based on the set of "local bands" for all local paths constituted by each link's upstream flow-in and downstream flow-out movements. Such identified local progression bands are then optimally connected between two neighboring links to form the progression band for traffic flows on each path to progress over multiple arterial links under the objective of maximizing the total weighted progression bands. To ensure the effectiveness of the produced progression bands, the proposed model has accounted for all factors and geometric constraints that may cause their mutual impedance in design of the offsets and phase sequences. The results of extensive numerical experiments with respect to delay and the number of stops per vehicle (reduced by 5.8% and 9.9%, respectively, compared to the benchmark model) within the entire network have shown the effectiveness of the proposed model.
机译:大多数拥挤的城市动脉,连接多个主要交叉口的繁重流量,除了通过交通之外,还可能包括多个大容量路径流量。因此,这种动脉公司(如果设计用于主要通过交通流量的最先进的模型)无法达到预期的性能水平,因为那些涉及转动运动的重大路径流量将不可避免地遭受其转弯湾的溢出,因此触发转弯和通过交通流之间的相互阻塞。虽然最近关于多路径信号进展的一些进展(Yang等,2015; Arsava等,2016)为适应这种交通模式的动脉提供可行的设计替代方案,它们所需的数据如动脉的O-DS或路径量无法使用伪劣性交传感器收集信息,或者在数学上以足以设计控制策略的准确度。因此,本研究提出了一种模型,其中具有优化的相位序列和偏移,以产生沿着目标动脉的每个候选路径的渐变频段,只有基于所构成的所有本地路径的“本地频带”集合。每个链接的上游流量进入和下游流出运动。然后,这种识别的本地进展频带在两个相邻的链路之间最佳地连接,以形成来自在每个路径上的业务流的进展频带,以在最大化总加权进展频带的目的下通过多个动脉链路进行。为了确保所产生的进展频段的有效性,所提出的模型已经占所有因素和几何约束,这些因素和几何约束可能导致它们在偏移和相位序列的设计中引起它们的互阻抗。在整个网络中,每辆车延迟的广泛数值实验的结果(分别减少5.8%和9.9%),而在整个网络中分别显示了所提出的模型的有效性。

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