期刊文献+

北京市快速路速度—流量—密度关系研究 被引量:8

Research on Speed-Flow-Density Relationship Model of Beijing Urban Expressway
下载PDF
导出
摘要 以北京市快速环路系统为研究对象,以大量的实测交通数据为基础,分析了流量-密度-速度三者之间的关系,据此来研究北京市快速环路交通流的运行特征;并利用不同的流密度模型进行相应的拟合,从而对各模型的适用范围和使用程度进行了对比分析,为进一步进行北京市快速路交通流特性的深入研究以及进行交通控制优化提供了基础。 Taking the Beijing expressway system as the study object,the paper analyses the relationship among volume,density and speed,with massive measured data.On this basis,the traffic flow characteristic of Beijing expressway is appointed by fitting the data under different q-v-k models.Besides,the application of these models are also contrasted in this paper to provide references for the further research of Beijing expressway flow and the optimization of traffic management in Beijing.
出处 《公路工程》 北大核心 2012年第1期43-48,共6页 Highway Engineering
基金 国家教育部博士点基金资助项目(20070003065) 国家高技术研究发展计划(863计划)(No.2007AA11Z202)
关键词 交通流 速度 流量 密度 Traffic Flow Speed Flow Density
  • 相关文献

参考文献7

  • 1孙宇星,陈德望,吴建平.北京市快速环路速度-密度模型研究[J].北京交通大学学报,2004,28(6):70-73. 被引量:9
  • 2王炜.公路交通流车速-流量实用关系模型[J].东南大学学报(自然科学版),2003,33(4):487-491. 被引量:47
  • 3Greenshields,B.D.A study of traffic capacity[J].Highway Research Board Proceeding,1935,14:448-477.
  • 4Greenberg,H.An analysis of traffic flow[J].OperationResearch,1959,(7):78-85.
  • 5Underwood,R.T.Speed volume,and density relation-ship[J].Quality and Theory of Traffic Flow,Yale Bureauof Highway Traffic,1961:141-188.
  • 6Edie,L.C.Car following and steady-state theory for non-congested traffic[J].Operation Research,1961,(9):66-76.
  • 7Highway capacity manual(HCM).(2000).Transporta-tion Research Board[Z].National Research Council,Washington,D.C.,13-1–13-5.

二级参考文献9

  • 1Addison, Low Paul S, David J. Order and chaos in the dynamics of vehicle platoons[J]. Traffic Engineering & Control, 1996, 37(7-8):456-459.
  • 2Daganzo C F, Cassidy M J, Bertini R L. Possible explanations of phase transitions in highway traffic [ J ]. Transportation Research , Part A , 1999, 33(5): 365-379.
  • 3Jiang Y. Traffic capacity speed and queue-discharge rate of Indiana's four-lane freeway work zones[A]. In: Transportation Research Record 1657, TRB, National Research Council[ C]. Washington D C, 1999.39 - 44.
  • 4Schonfeld P, Chien S. Optimal work zone lengths for two-lane highways [J]. Journal of Transportation Engineering,Urban Transportation Division, ASCE , 1999, 125(1): 21-29.
  • 5Nam D D, Drew D R. Analyzing freeway traffic under congestion: traffic dynamics approach[ J]. Journal of Transportation Engineering, Urban Transportation Division, ASCE ,1998, 12,4(3): 208-212.
  • 6Greenberg,H. An Analysis of Traffic Flow Operations Research[J]. Transportation Research, Part B,1959,7:78-85.
  • 7Underwood R T. Speed Volume and Density Relationships: Quality and Theory of Traffic Flow[M].Yale:Bureau of Highway Traffic, 1961.141-188.
  • 8Edie L C. Car Following and Steady-State Theory for Non-congested[J]. Traffic Operations Research, 1961,9:66-76.
  • 9Transportation Research Board. Highway Capacity Manual (3rd Edition)[R]. Special Report 209. TRB, National Research Council. Washington D C., 1997.

共引文献54

同被引文献64

引证文献8

二级引证文献44

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