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Analyses of start-stop waves in congested freeway traffic.

机译:分析高速公路拥堵中的起止波。

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摘要

Freeway traffic was observed over multiple days and was found to display certain regular features. Oscillations arose only in queues; they had periods of several minutes; and their amplitudes stabilized as they propagated upstream. They propagated at a nearly constant speed of about 20 to 24 kilometers per hour, independent of the location within the queues and the flow measured there; this was observed for a number of locations and for queued flows ranging from about 850 to 2,000 vehicles per hour per lane. The effects of the oscillations were not felt downstream of the bottleneck. Thus, the only effect on upstream traffic was that a queue's tail meandered over time by small amounts. (For the long queues studied here, the tails deviated by no more than about 16 vehicle spacings, as compared with predictions that ignored the oscillations). Notably, the character of queued traffic at fixed locations did not change with time, despite the oscillations; i.e., traffic did not decay.; There were changes over space, however. New oscillations formed in moderately dense queues near ramp interchanges and then grew to their full amplitudes while propagating upstream, even though the range of wave speeds was narrow. The formations of these new oscillations were strongly correlated with vehicle lane-changing. It thus appears that the oscillations were triggered by random vehicle lane-changing in moderately dense queues more than by car-following effects. But this pattern of formation and growth was less evident in a very dense queue (caused by an incident), although frequent lane-changing occurred near the interchanges.; Finally, kinematic wave theory was found to describe the propagation of the oscillatory (i.e., start-stop waves) to within small errors. For distances approaching one kilometer, and for two-hour periods, the theory predicted the locations of vehicles to within about 5 vehicle spacings. Further analysis showed that some of these small discrepancies are explained by differences in car-following behavior across drivers.
机译:高速公路交通在多天内被观察到,并显示出某些常规特征。只有在排队时才出现振荡。他们有几分钟的时间;并且它们的振幅随着它们向上游传播而稳定。它们以大约每小时20至24公里的几乎恒定的速度传播,而与队列中的位置和那里的流量无关。在许多位置和每个车道每小时大约850至2,000辆车辆的排队流量中都可以观察到这一点。瓶颈下游没有感觉到振荡的影响。因此,对上游流量的唯一影响是队列尾部随时间蜿蜒少量。 (对于这里研究的长队,与忽略振动的预测相比,尾巴偏离不超过约16个车辆间距)。值得注意的是,尽管出现了波动,但固定位置排队交通的特征并没有随时间变化。即流量没有衰减。但是,空间发生了变化。即使波速范围很窄,新的振荡也会在斜坡匝道附近的中等密度的队列中形成,然后在向上游传播时逐渐增大到最大幅度。这些新的振荡的形成与车辆换道强烈相关。因此,似乎是由中等密集队列中的随机车辆换道而不是由跟车效应引起的。但是,这种形成和增长的模式在非常密集的队列中(由事故引起)并不明显,尽管在换乘处附近频繁发生换道。最后,发现了运动波理论来描述振荡波(即起止波)向小误差范围内的传播。对于接近一公里的距离以及两个小时的时间,该理论预测车辆的位置在大约5个车辆间距之内。进一步的分析表明,其中一些小的差异可以通过驾驶员之间的跟车行为差异来解释。

著录项

  • 作者

    Mauch, Michael.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 80 p.
  • 总页数 80
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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