期刊文献+

基于单截面低频检测数据的信号交叉口排队长度估计 被引量:7

Estimation of Queuing Length at Signalized Intersections Using Low-frequency Point Detector Data
下载PDF
导出
摘要 针对我国大多数中小城市信号交叉口交通检测数据条件及基于此数据条件下存在的信号交叉口排队长度估计精度不高问题,研究了基于单截面低频定点检测数据的信号交叉口排队长度估计模型。利用时间占有率与流量、速度之间的函数关系对长排队(排队长度超出检测器位置)进行识别。根据信号配时数据切分低频检测器数据,并与信号配时数据匹配。基于交通波理论,通过关键点的判别求取周期最大排队长度。以青岛市山东路-江西路南进口为例进行仿真和实证验证。结果显示,长排队的识别精度达到了90%以上,不同饱和度下(低、中、高)的信号交叉口排队长度估计精度均达到了80%以上,其中,中、低饱和度场景下排队长度平均绝对误差小于20m/cycle,高饱和度场景下排队长度平均绝对误差小于45m/cycle。 Due to the limitation of traffic data collected at signalized intersections in most small and medium sized cities in China,estimation on queuing length at signalized intersections is with low accuracy.In order to solve this problem,a model of estimating queue length based on data from low frequency,fixed-point,and single detectors at signalized intersections is proposed.A long queuing event(the end of a queue exceeds the position of the detector)is identified based on the relationship between occupancy,flow,and speed.Data of detectors is divided into cycles according to and synchronized with signal timing.The maximum length of queuing is calculated based on shock wave theory.A simulation test and a demonstration study are carried out at the south entrance lanes of Shandong road and Jiangxi road in Qingdao.The result shows that identification accuracy of a long queue is above 90%.The average estimated accuracies of queuing length under different saturation(low,medium,and high)are all more than 80%,among which,the average MAE is lower than 20 m per cycle under medium and low saturation,and lower than 45 m per cycle under high saturation.
作者 李爱杰 唐克双 董可然 LI Aijie ;TANG Keshuang;DONG Keran(College of Transportation Engineering,Tongji University,Shanghai 201804,China)
出处 《交通信息与安全》 CSCD 北大核心 2018年第1期57-64,95,共9页 Journal of Transport Information and Safety
基金 国家自然科学基金项目(61673302)资助
关键词 交通控制 低频检测数据 排队长度 交通波 信号交叉口 traffic control low frequency detector data queuing length shock wave signalized intersection
  • 相关文献

参考文献4

二级参考文献40

  • 1郭秀文.信号交叉口排队长度预测的神经网络方法[J].中南公路工程,2004,29(3):72-75. 被引量:10
  • 2丁洁玉,潘振宽,陈立群.基于微分/代数方程的多体系统动力学设计灵敏度分析的伴随变量方法[J].动力学与控制学报,2006,4(3):205-209. 被引量:6
  • 3姚荣涵,王殿海,曲昭伟.基于二流理论的拥挤交通流当量排队长度模型[J].东南大学学报(自然科学版),2007,37(3):521-526. 被引量:31
  • 4HERMAN R, PRIGOGINE I. A two-fluid approach to town traffic[J]. Science, 1979, 204(4389) : 148-151.
  • 5WANG Dian-hai, YAO Rong-han, JING Chao. Entropy models of trip distribution[J]. Journal of Urban Planning and Development, 2006, 132(1): 29-35.
  • 6AKCELIK R, ROUPHAI N. Overflow queues and delays with random and platoon arrivals at signalized intersections [J ]. Journal of Advanced Transportation, 1994, 28(3) : 227-251.
  • 7LAWSON T W, LOVELL D J, DAGANZO C F. Using the input-output diagram to determine the spatial and temporal extents of a queue upstream of a bottleneck[J]. Transportation Research Record, 1997(1572):140-147.
  • 8GHOSH-DASTIDAR S, ADELI H. Neural network-wavelet microsimulation model for delay and queue length estimation at freeway work zones [J]. Journal of Transportation Engineering, 2006, 132(4): 331-341.
  • 9STEPHANOPOULOS G, Modeling and analysis of MICHALOPOULOS P G. traffic queue dynamics at signalized intersections [J]. Transportation Research Part A:General, 1979, 13(5) :295-307.
  • 10HEIDEMANN D, WEGMANN H. Queueing at unsignalized intersections [J]. Transportation Research Part B.. Methodological, 1997, 31(3) :239-263.

共引文献33

同被引文献27

引证文献7

二级引证文献15

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