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AVERAGE VELOCITY OF WAVES PROPAGATING THROUGH CONGESTED FREEWAY TRAFFIC

机译:通过有约束力的高速公路交通传播的平均波速

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This paper employed cross correlation to estimate wave velocities between several successive detector stations during congested periods and over a large data set. Given homogeneous vehicles and drivers, LWR predicts that for a convex flow-density relationship all waves should propagate upstream during congested periods. The analysis first employed cumulative arrivals -- a function of flow -- and then the local traffic speed at the detector stations. It was shown that the flow-based analysis yield mixed results, with many measurements being consistent with earlier research, but many more measurements falling outside the typical range of measured wave velocities from the literature. But vehicles are not homogeneous and it was also shown that flow and occupancy depend on effective vehicle length as well as the local traffic speed. Because the vehicle lengths travel downstream with the vehicles, this information will hinder attempts to extract wave velocities propagating against the flow of traffic when using flow-based measures. This fact is evident in fig. 2 and 3. Trucks are restricted from lane 2, thus the standard deviation of vehicle lengths is smaller and less information travels with the vehicles. As a result, comparing across lanes for all of the plots in these figures, lane 2 had the highest percentage of observations that fell within the 15 km/h to 25 km/h window. To reduce the influence of the confounding vehicle lengths, the analysis was repeated over the exact same samples using local traffic speed measurements. Because drivers are constrained by downstream vehicles in congestion, the traffic speed trends are much less dependent on specific vehicle or driver characteristics. It was confirmed that LWR does a better job predicting the evolution of average traffic speed over time and space, with over 90 percent of the samples having an average wave velocity propagating upstream in the range of 15 km/h to 25 km/h. Of course these results represent the aggregate performance over one-hour samples and individual waves could differ significantly from this range, e.g., it is likely that other sources of noise remain in the data, such as lane change maneuvers disrupting the propagation of waves.
机译:本文利用互相关来估计在拥塞期间和大数据集上几个连续检测器站之间的波速。在给定均匀的车辆和驾驶员的情况下,LWR预测,对于凸流密度关系,所有波浪应在拥挤时段向上游传播。分析首先采用累积到达(流量的函数),然后采用检测站的本地交通速度。结果表明,基于流的分析得出的结果参差不齐,许多测量结果与早期研究一致,但更多的测量结果超出了文献中测量波速的典型范围。但是车辆并不是同质的,并且还表明流量和占用率取决于有效的车辆长度以及当地的交通速度。由于车辆长度随车辆一起向下游移动,因此,当使用基于流量的度量时,此信息将阻止尝试提取传播与交通流相对的波速。这个事实在图1中是明显的。如图2和3所示。卡车被限制在第2车道上,因此车辆长度的标准偏差较小,并且随车辆传递的信息较少。结果,在这些图中所有地块的跨车道进行比较时,车道2的观测百分比最高,落在15 km / h到25 km / h的窗口内。为了减少混淆的车辆长度的影响,使用本地交通速度测量对完全相同的样本重复进行分析。由于驾驶员在交通拥堵中受到下游车辆的约束,因此交通速度趋势对特定车辆或驾驶员特性的依赖性大大降低。可以肯定的是,轻水堆可以更好地预测平均交通速度随时间和空间的变化,超过90%的样本的平均波速在15 km / h至25 km / h的范围内向上游传播。当然,这些结果表示一小时样本的总体性能,单个波可能与该范围有很大差异,例如,数据中可能还会存在其他噪声源,例如变道操纵会干扰波的传播。

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