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Formation and spatial evolution of traffic oscillations.

机译:交通振荡的形成和空间演化。

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摘要

Data from two portions of congested freeway have unveiled the mechanisms that cause traffic oscillations (i.e., stop-and-go driving conditions) to form and grow in amplitude over space. Oscillations formed due to driver lane-changing maneuvers. Vehicles that inserted themselves into relatively small spacings in adjacent (target) lanes triggered these formations by inducing temporary decelerations among vehicles immediately upstream. Once they formed, this same lane-changing mechanism triggered oscillation growth. And this mechanism perturbed traffic states in such ways as to extend the oscillating periods. Periods consequently reached several minutes in duration.; Of further note, oscillations often diminished in amplitude when they propagated past merge areas that had become fully engulfed in queues. The oscillations growth caused by lane-changing was countered by the inflows from queued on-ramps. This effect is explained here with a theory that applies both to the merging and the diverging maneuvers that occur near ramps. The theory was validated using observations from two freeway merges.; The findings thus indicate that readily measurable features of oscillatory flow are triggered by vehicular interactions between travel lanes. This contrasts the widely held belief that oscillations arise spontaneously in traffic due to driver car-following behavior. Such behavior turned out instead to play only very limited roles in this regard. These limited effects, moreover, were themselves observed to be triggered by the above-noted vehicle interactions between lanes.
机译:来自拥挤高速公路的两个部分的数据揭示了导致交通振荡(即走走停停的驾驶条件)在空间上形成并增加幅度的机制。由于驾驶员改变车道而形成振荡。将自己插入相邻(目标)车道相对较小间距的车辆通过在紧邻上游的车辆之间引起暂时减速而触发了这些形成。一旦它们形成,这种相同的变道机制就会触发振荡增长。并且该机制以延长振荡周期的方式扰乱了交通状态。结果,持续时间达到了几分钟。还要注意的是,当振荡传播经过已经完全被队列吞没的合并区域时,振幅通常会减小。换道引起的振荡增长被排队的上坡道的流入抵消。这里用一种理论解释了这种影响,该理论既适用于在斜坡附近发生的合并动作又适用于发散动作。该理论已通过两次高速公路合并的观察得到验证。因此,这些发现表明,振荡流的易于测量的特征是由行车道之间的车辆相互作用触发的。与此形成鲜明对比的是,人们普遍认为,由于驾驶员的跟车行为,交通会自发地产生振荡。事实证明,这种行为在这方面只发挥了非常有限的作用。此外,观察到这些有限的作用本身是由上述车道之间的车辆相互作用触发的。

著录项

  • 作者

    Ahn, Soyoung.;

  • 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 2005
  • 页码 57 p.
  • 总页数 57
  • 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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