首页> 外文学位 >A study of G. F. Newell's 'simplified theory of kinematic waves in highway traffic'.
【24h】

A study of G. F. Newell's 'simplified theory of kinematic waves in highway traffic'.

机译:纽维尔(G. F. Newell)的“公路交通中的运动波简化理论”的研究。

获取原文
获取原文并翻译 | 示例

摘要

Recently G. F. Newell (1993a, 1993b & 1993c) has developed a "simplified theory of kinematic waves in highway traffic" which is capable of predicting multi-destination traffic flow patterns while preserving the physical reality of traffic phenomena being modelled. The primary objective of this research was to test the accuracy of Newell's theory and the adequacy of an important simplifying assumption, a triangular flow versus density relationship. To accomplish this objective, a computer algorithm and program were developed to mechanize Newell's graphical methods.; The accuracy of the computer algorithm was tested and illustrated through three numerical examples simple enough to be solved by hand using two conventional techniques--the cumulative arrival and departure technique and the shock wave technique. The computer algorithm produced the same answers as those obtained from these two techniques. This confirms that the three methods are consistent.; The accuracy of Newell's model was then empirically tested with real data collected from freeways in the San Francisco Bay Area. There were considerable difficulties in obtaining the correct capacity at some bottlenecks from an extremely small sample of actual 15-minute queue discharge counts, and the predicted queueing pattern was quite sensitive to capacity, as is the real pattern. The accuracy of the model's results also was adversely affected by the use of 15-minute traffic counts, which are too coarse to reflect the real traffic variations.; The model performed consistently very well when congestion was severe, but dealt less well with light congestion. It did a good job in describing queueing propagation and dissipation processes with rapidly varying traffic flows and with several upstream entrance and exit ramps. This good performance supports the use of the triangular q-k relationship in modelling freeway congestion. However, the model had difficulty in predicting the traffic state (i.e., congested or uncongested) when the real densities were in the range {dollar}kin(30, 50){dollar} veh/mile, probably due to the fact that the triangular q-k relationship does not work well at high flows. The empirical testing results are very encouraging, reveal many promising characteristics of Newell's model, and support its validity.
机译:最近,G。F. Newell(1993a,1993b和1993c)开发了“公路交通中的运动波简化理论”,它能够预测多目的地交通流模式,同时保留要建模的交通现象的物理真实性。这项研究的主要目的是检验Newell理论的准确性以及一个重要的简化假设的充分性,即三角形流量与密度的关系。为了实现这个目标,开发了一种计算机算法和程序来机械化Newell的图形方法。测试了计算机算法的准确性,并通过三个数值示例进行了说明,这些示例非常简单,可以使用两种常规技术(累积到达和离开技术和冲击波技术)手动解决。计算机算法产生的答案与从这两种技术获得的答案相同。这证实了这三种方法是一致的。然后,使用从旧金山湾区高速公路收集的真实数据,对Newell模型的准确性进行了经验检验。从实际的15分钟队列放电计数的极小样本中获取某些瓶颈处的正确容量存在相当大的困难,并且预测的排队模式对容量非常敏感,实际模式也是如此。该模型结果的准确性还受到使用15分钟流量计数的不利影响,该计数过于粗糙而无法反映实际流量变化。当拥塞严重时,该模型的性能始终很好,但是轻度拥塞则表现不佳。它在描述流量迅速变化以及几个上游入口和出口匝道的排队传播和耗散过程方面做得很好。良好的性能支持在高速公路拥堵建模中使用三角q-k关系。但是,当实际密度在{dol} kin(30,50){dolh} veh / mile范围内时,该模型难以预测交通状态(即拥堵或不拥堵),这可能是由于三角形qk关系在高流量时效果不佳。实证检验结果令人鼓舞,揭示了纽维尔模型的许多有前途的特征,并支持其有效性。

著录项

  • 作者

    Son, Bongsoo.;

  • 作者单位

    University of Toronto (Canada).;

  • 授予单位 University of Toronto (Canada).;
  • 学科 Engineering Civil.; Transportation.
  • 学位 Ph.D.
  • 年度 1996
  • 页码 300 p.
  • 总页数 300
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;综合运输;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号