期刊文献+

基于Logistic曲线的交通流速度-密度关系建模 被引量:7

Modeling of Speed-density Relationship in Traffic Flow Based on Logistic Curve
原文传递
导出
摘要 为了解析交通流速度与密度关系,推导出了一组交通流参数物理意义明确且符合交通流特性的通用Logistic模型。从Logistic模型本质出发,讨论速度变化率的表达形式,结合交通流实际情况修正速度变化率并引入速度上确界概念,建立了一系列Logistic模型;通过改变取值,给出了模型参数变化对Logistic速度-密度曲线的影响,并细致讨论了参数的物理意义及获取方法;最后分别采集区段和断面的全交通状态数据进行模型验证。结果表明:模型3对2组数据的拟合优度分别为0.931 3和0.970 4,该模型能够很好地描述不同状态下的交通流特性。 In order to characterize the speed-density relationship in traffic flow, a group of generalized logistic models were proposed with physically meaningful and explicit parameters, which can fit field data well. Starting from the initial concept of Logistic model, the expression of speed change rate was discussed in detail, and thus three models were derived by modifying the change rate of speed and introducing the supremum of speed. The influences of parameters on logistic speed-density curve were provided by changing one parameter each time while keeping the others fixed, and the physical meaning of parameters and the acquisition method were discussed in detail. Both section data and fixed-location data were validated for the practicality. The result shows that the goodness of fit of model 3 for the two groups of date is 0. 931 3 and 0. 970 4 respectively, and the proposed model characterize the speed-density relationship well under various traffic states.
出处 《中国公路学报》 EI CAS CSCD 北大核心 2015年第4期94-100,共7页 China Journal of Highway and Transport
基金 国家自然科学基金重点项目(51338008) 国家自然科学基金项目(51278454) 国家自然科学基金青年科学基金项目(61304191) 中央高校基本科研业务费专项资金项目(2014G1321035)
关键词 交通工程 速度-密度关系 LOGISTIC模型 交通流 traffic engineering speed-density relationship Logistic model traffic flow
  • 相关文献

参考文献21

  • 1GAZIS D C. The Origins of Traffic Theory[J]. Operations Research, 2002,50 ( 1 ) : 69-77.
  • 2LIGHTHILL M J, WHITHAM G B. On Kinematic Waves. II. A Theory of Traffic Flow on Long Crowd- ed Roads [J] Proceedings of the Royal Society of London Series A: Mathematical, Physical & Engineer- ing Sciences, 1955,229(1178) : 317-345.
  • 3RICHARDS P I. Shock Waves on the Highway[,J]. Operations Research, 1956,4 (1) : 42-51.
  • 4HERMAN R,PRIGOGINE I. A Two-fluid Approach to Town Traffic[J]. Science, 1979,204 (4389) : 148- 151.
  • 5BERG P,WOODS A. Traveling Waves in an Optimal Velocity Model of Freeway Traffic[J]. Physical Re- view E,2001,63(3) :036107.
  • 6DAGANZO C F. Requiem for Second-order Fluid Ap- proximations of Traffic Flow[J]. Transportation Re- search Part B, 1995,29 (4) : 277-286.
  • 7JIANG R, WU Q S, ZHU Z J. A New Continuum Model for Traffic Flow and Numerical Tests [J]. Transportation Research Part B, 2002, 36 (5): 405- 419.
  • 8邵春福,肖崇紫,王博彬,孟梦.最小安全间距约束下拥挤交通流速度-密度关系模型[J].交通运输工程学报,2015,15(1):92-99. 被引量:11
  • 9王殿海,金盛.车辆跟驰行为建模的回顾与展望[J].中国公路学报,2012,25(1):115-127. 被引量:90
  • 10HELBING D. Traffic and Related Self-driven Many- particle Systems [J]. Reviews of Modern Physics, 2001,73(4) :1067-1141.

二级参考文献47

共引文献130

同被引文献26

引证文献7

二级引证文献17

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