期刊文献+

无灯控错位交叉口交通流模型研究 被引量:2

Traffic Flow Model for Staggered Intersection without Signal Lamp
下载PDF
导出
摘要 错位交叉口交通特性研究对于制定合理有效的错位交叉口交通管控策略具有重要意义.针对无灯控错位交叉口交通流间的冲突过程分别建立了相应的元胞自动机行为规则,进而应用上述规则对不同参数设置下的交通流演化过程进行数值模拟,并分析和讨论了主路进口道交通流密度变化对不同路段交通流平均速度的影响.研究结果表明,错位交叉口主路上较小的车流密度也能导致主路进口道及两T型口中间路段发生交通堵塞,每个T型口主路进口道交通流量变化会对另一个T型口主路进口道交通流平均速度产生较大影响,此外,无灯控下的交通堵塞也会呈现周期性的排队-消散过程。上述方法及结果可为错位交叉口实施信号控制提供有意义的指导. Traffic characteristics investigation of staggered intersection lays the foundation of scientific and reasonable traffic control strategies. This paper first proposes the cellular automaton rules on the basis of the traffic conflict process analysis. Then with these rules, the traffic flow evolution under different parameters is presented by numerical simulations. The relationship between the arterial road traffic flow density and the average speed is explored. It is revealed that low traffic density on the main road of staggered intersections may lead to traffic congestions on the approach of main road and the road between two T-type intersections, and the average speed of traffic flow on each T-type import of main road was affected by the traffic flow changes of the other T-type approaches. Moreover, the traffic congestion on intersection without signal lamp is presented as a periodically queuing-dissipates process. The above methods and results provide meaningful guidance for traffic management and control implementation of staggered intersections without siznal lam~.
出处 《交通运输系统工程与信息》 EI CSCD 北大核心 2012年第5期82-89,共8页 Journal of Transportation Systems Engineering and Information Technology
基金 北京市优秀人才培养个人项目(2010D005002000003)
关键词 交通工程 交通流 无灯控 交通冲突 错位交叉口 traffic engineering traffic flow without signal lamp traffic conflict staggered intersection
  • 相关文献

参考文献8

二级参考文献18

共引文献34

同被引文献21

  • 1Greenshields B D, Bibbins J R, Channing W S, et al. A study of traffic capacity[C]. Highway Research Board Proceedings. 1935,14:448-477.
  • 2Newell G F. Nonlinear effects in the dynamics of car following[J]. Oper. Res.,1961, 9:209-229.
  • 3Bando M, Hasebe K, Nakayama A, et.al. Dynamical model of traffic congestion and numerical simulation [J]. Phys. Rev. E,1995a,51:1035-1042.
  • 4Dirk H, Benno T. Generalized force model of traffic dynamics[J]. Phys. Rev. E. 1998,58: 133-138.
  • 5Jiang R, Wu Q S,Zhu Z J. Full velocity difference model for a car-follo wing theory[J]. Phys.Rev.E, 2001,64: 017101-1,4.
  • 6Zhao X M,Gao Z Y.The stability analysis of the full velocity and acceleration velocity model[J]. Physica A. 2007, 375:679686.
  • 7Richard C D, Robert H B.Modern control systems(the twelfth edition)[M]:Publishing House of Electronics Industry,2012.
  • 8孙有信,汪海龙,钱勇生,王守宝.周期边界下公交影响的双车道多速元胞自动机模型[J].系统工程理论与实践,2008,28(4):172-176. 被引量:14
  • 9金美莲,陈涛,申世飞.城市混合流疏散中不同交通方式配比对疏散时间的影响[J].清华大学学报(自然科学版),2009(2):179-182. 被引量:9
  • 10贾斌,李新刚,姜锐,高自友.公交车站对交通流影响模拟分析[J].物理学报,2009,58(10):6845-6851. 被引量:35

引证文献2

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部