Identification of Time-of-Day Breakpoints Based on Trajectory Data of Probe Vehicles

被引:12
作者
Wan, Lijuan [1 ]
Yu, Chunhui [1 ]
Wang, Ling [1 ]
Ma, Wanjing [1 ]
机构
[1] Tongji Univ, Minist Educ, Key Lab Rd & Traff Engn, Shanghai, Peoples R China
基金
中国国家自然科学基金;
关键词
OPTIMIZATION;
D O I
10.1177/0361198119840613
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The time-of-day (TOD) mode is the most widely used strategy for traffic signal control with fluctuating flows. Most studies determine TOD breakpoints based on traffic volumes collected by infrastructure-based detectors (e.g., loop detectors). However, these infrastructure-based detectors have low coverage and high maintenance cost. With the deployment of probe vehicles, vehicle trajectory data has become available, providing a new data source for signal control. This paper proposes an approach to identify TOD breakpoints at an isolated intersection based on the trajectory data of probe vehicles, instead of conventional traffic volumes, with under-saturated traffic conditions. It is shown that the speeds of queueing shockwaves capture the characteristics of the traffic volumes according to the queueing shockwave theory. Data from multiple sampling days are aggregated to compensate for the limitations of low market penetration rates and long sampling intervals. Queue joining vehicles are then identified to obtain the speeds of queueing shockwaves. The bisecting K-means algorithm is applied to cluster periods, which are characterized by queueing shockwave speeds, to identify TOD breakpoints. The numerical studies validate that the speeds of queueing shockwaves capture the trend of traffic volumes. The clustering algorithm identifies the same TOD breakpoints for queueing shockwave speeds and traffic volumes. As long as the number of sampling days is large enough, the proposed method can handle low penetration rates (e.g., 2%) and long sampling intervals (e.g., 20s), and thus achieve a comparable performance to the ideal conditions with high penetration rates (e.g., 100%) and short sampling intervals (e.g., 1 s).
引用
收藏
页码:538 / 547
页数:10
相关论文
共 26 条
  • [1] Multiobjective plan selection optimization for traffic responsive control
    Abbas, MM
    Sharma, A
    [J]. JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2006, 132 (05): : 376 - 384
  • [2] [Anonymous], 2000, KDD WORKSH TEXT MIN
  • [3] Ban X. G., 2010, P 7 INT C TRAFF TRAN
  • [4] Dynamic freeway travel-time prediction with probe vehicle data - Link based versus path based
    Chen, M
    Chien, SIJ
    [J]. TRANSPORTATION DATA AND INFORMATION TECHNOLOGY: PLANNING AND ADMINISTRATION, 2001, (1768): : 157 - 161
  • [5] Fellendorf M, 2010, INT SER OPER RES MAN, V145, P63, DOI 10.1007/978-1-4419-6142-6_2
  • [6] Gordon R. L., 2005, TRAFFIC CONTROL SYST
  • [7] Greenshields B. D., 1935, Highway research board proceedings, V14
  • [8] Guok C, 2006, 2006 3RD INTERNATIONAL CONFERENCE ON BROADBAND COMMUNICATIONS, NETWORKS AND SYSTEMS, VOLS 1-3, P969
  • [9] Cycle-by-cycle intersection queue length distribution estimation using sample travel times
    Hao, Peng
    Ban, Xuegang
    Guo, Dong
    Ji, Qiang
    [J]. TRANSPORTATION RESEARCH PART B-METHODOLOGICAL, 2014, 68 : 185 - 204
  • [10] Vehicle Index Estimation for Signalized Intersections Using Sample Travel Times
    Hao, Peng
    Sun, Zhanbo
    Ban, Xuegang
    Guo, Dong
    Ji, Qiang
    [J]. 20TH INTERNATIONAL SYMPOSIUM ON TRANSPORTATION AND TRAFFIC THEORY (ISTTT 2013), 2013, 80 : 473 - 490