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Freeway Travel-Time Estimation Based on Temporal–Spatial Queueing Model

机译:基于时空排队模型的高速公路出行时间估计

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Travel time serves as a fundamental measurement for transportation systems and becomes increasingly important to both drivers and traffic operators. Existing speed interpolation algorithms use the average speed time series collected from upstream and downstream detectors to estimate the travel time of a road link. Such approaches often result in inaccurate estimations or even systematic bias, particularly when the real travel times quickly vary. To get rid of this problem, Coifman proposed a creative interpolation algorithm based on kinetic-wave models. This algorithm reconstructs vehicle trajectories according to the velocities and the headways of vehicles. However, it sometimes gives significant biased estimation, particularly when jams emerge from somewhere between the upstream and downstream detectors. To make an amendment, we design a new algorithm based on the temporal–spatial queueing model to describe the fast travel-time variations using only the speed and headway time series that is measured at upstream and downstream detectors. Numerical studies show that this new interpolation algorithm could better utilize the dynamic traffic flow information that is embedded in the speed/headway time series in some special cases.
机译:出行时间是交通系统的一项基本指标,对于驾驶员和交通运营商而言都变得越来越重要。现有的速度插值算法使用从上游和下游检测器收集的平均速度时间序列来估计道路链接的行驶时间。这种方法通常会导致估算结果不准确,甚至导致系统偏差,尤其是当实际行驶时间快速变化时。为了解决这个问题,Coifman提出了一种基于动波模型的创新插值算法。该算法根据车辆的速度和车速来重建车辆的轨迹。但是,有时会给出明显的偏差估计,尤其是当上游和下游检测器之间的某个位置出现卡纸时。为了进行修正,我们设计了一种基于时空排队模型的新算法,该算法仅使用在上游和下游探测器处测量的速度和时程时间序列来描述快速的旅行时间变化。数值研究表明,在某些特殊情况下,这种新的插值算法可以更好地利用嵌入在速度/车头时间序列中的动态交通流信息。

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