Dynamic Origin-Destination Estimation Framework with Iterative Traffic Signal Tuning for Microscopic Traffic Simulation

Yu Wang, Yicheng Zhang, Hai-Heng Ng, Bing Zhao, W. Ng
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Abstract

To validate traffic signal control algorithm’s performance, a setup of microscopic traffic simulation platform with realistic traffic demand is necessary. Traditionally, a bilevel framework of Origin-Destination (OD) calibration and trip assignment, is setup to estimate OD so that realistic traffic demand can be emulated in simulation platform. However, with this approach, we may mislead the calibration process by introducing insufficient green time allocation, as vehicles are likely to be stopped by red signals and thus vehicle throughput will never reach the real traffic demand. While this happens occasionally in unsaturated traffic condition, it is very prevalent in the saturated condition scenario. This paper introduces a trilevel problem formulation with consideration of traffic signal schedules during the OD estimation process. The first level uses an iterative algorithm (LSQR) to generate OD traffic demand with certain constraints based on real loop count data at junctions. Second level applies the traffic demand into a simulation platform to generate the trips between OD points. Dynamic User Equilibrium (DUE) will be satisfied iteratively so that the trip assignment is reasonable. Finally, the third level applies Iterative Tuning (IT) signal controller to tune signal schedules iteratively, such that sufficient green time can be allocated to allow vehicles drive through intersections. Via OD calibrations in corridor and area networks, we show that the trilevel OD estimation approach can achieve better performance as compared to the bi-level approach.
基于迭代交通信号调谐的微观交通仿真动态始发-目的地估计框架
为了验证交通信号控制算法的性能,需要建立具有现实交通需求的微观交通仿真平台。传统上,为了在仿真平台上模拟真实的交通需求,建立了出发地标定和行程分配的双层框架来估计OD。然而,采用这种方法,我们可能会引入绿灯时间分配不足的情况,从而误导校正过程,因为车辆很可能会被红色信号拦住,因此车辆吞吐量永远不会达到真正的交通需求。虽然这种情况在非饱和交通条件下偶尔发生,但在饱和交通条件下非常普遍。本文介绍了在OD估计过程中考虑交通信号调度的三层问题公式。第一层利用迭代算法(LSQR)生成具有一定约束条件的OD流量需求,该算法基于结点的真实环路计数数据。第二层将交通需求应用到仿真平台中,生成OD点之间的行程。迭代地满足动态用户平衡(DUE),使得行程分配是合理的。最后,第三层应用迭代调谐(迭代调谐)信号控制器对信号调度进行迭代调谐,从而分配足够的绿灯时间以允许车辆通过交叉路口。通过走廊和区域网络的OD校准,我们表明,与双层方法相比,三层OD估计方法可以获得更好的性能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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