Characterizing the Uncertainty of Link Progression Speed Using Low-Frequency Probe Vehicle Data

被引:1
作者
An, Chengchuan [1 ]
He, Yang [1 ]
Sun, Lin [1 ]
Wang, Weifeng [2 ]
Xia, Jingxin [1 ]
机构
[1] Southeast Univ, Intelligent Transportat Syst Res Ctr, Nanjing 210096, Peoples R China
[2] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Peoples R China
基金
中国国家自然科学基金;
关键词
Index Terms- Progression speed; low-frequency probe vehicle data; Hidden Markov Model; speed uncertainty; MAXIMUM-LIKELIHOOD; METHODOLOGY; IMPACT; FLOW;
D O I
10.1109/TITS.2023.3293157
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Link progression speed is a key characteristic of urban traffic flow and is essential to developing effective signal coordination schemes. Typically, it is empirically determined as a fixed value regardless of its stochastic nature. Previous studies have proposed both analytical and simulation models to investigate the vehicle progression delay caused by different sources (i.e., midblock traffic, pedestrian crossing, and on-street parking). However, these models need explicit modeling efforts and an intensive collection of traffic data. This paper provides a practical approach that is easy to implement and accurate enough to characterize link-specific progression speed and its uncertainty. The pure input is the low-frequency probe vehicle data which is the most widely available and large-scale data source to provide spatiotemporal traffic information. By assuming the effects of progression delay are relatively stable during the same period of a day, the instantaneous speed of probe vehicles is aggregated to calculate progression speed at different locations of a link. To describe the continuous vehicle progression process and capture realistic driving behaviors, two latent progression states (i.e., normal and cautious driving states) and their spatial correlation are encoded to each cell of a link and formulated in a Hidden Markov Model (HMM). The effectiveness of the proposed method has been validated using field data, and the concept of reliable green bandwidth is also demonstrated to discuss the application of the proposed method to enhance the reliability of signal coordination.
引用
收藏
页码:11812 / 11822
页数:11
相关论文
共 42 条
[1]  
[Anonymous], 2006, 9 INT IEEE C INTELLI
[2]  
[Anonymous], 2010, Highway Capacity Manual
[3]  
Baum L. E., 1972, Inequalities, V3, P1
[4]   A MAXIMIZATION TECHNIQUE OCCURRING IN STATISTICAL ANALYSIS OF PROBABILISTIC FUNCTIONS OF MARKOV CHAINS [J].
BAUM, LE ;
PETRIE, T ;
SOULES, G ;
WEISS, N .
ANNALS OF MATHEMATICAL STATISTICS, 1970, 41 (01) :164-&
[5]   Simulating the impacts of on-street vehicle parking on traffic operations on urban streets using cellular automation [J].
Chen, Jingxu ;
Li, Zhibin ;
Jiang, Hang ;
Zhu, Senlai ;
Wang, Wei .
PHYSICA A-STATISTICAL MECHANICS AND ITS APPLICATIONS, 2017, 468 :880-891
[6]   A copula-based approach for estimating the travel time reliability of urban arterial [J].
Chen, Min ;
Yu, Guizhen ;
Chen, Peng ;
Wang, Yunpeng .
TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2017, 82 :1-23
[7]   Application of Finite Mixture of Regression Model with Varying Mixing Probabilities to Estimation of Urban Arterial Travel Times [J].
Chen, Peng ;
Yin, Kai ;
Sun, Jian .
TRANSPORTATION RESEARCH RECORD, 2014, (2442) :96-105
[8]   Real-time queue length estimation using event-based advance detector data [J].
An, Chengchuan ;
Wu, Yao-Jan ;
Xia, Jingxin ;
Huang, Wei .
JOURNAL OF INTELLIGENT TRANSPORTATION SYSTEMS, 2018, 22 (04) :277-290
[9]  
Cover TM, 2012, ELEMENTS INFORM THEO, DOI [10.1002/0471200611.fmatter_indsub, DOI 10.1002/047174882X]
[10]   MAXIMUM LIKELIHOOD FROM INCOMPLETE DATA VIA EM ALGORITHM [J].
DEMPSTER, AP ;
LAIRD, NM ;
RUBIN, DB .
JOURNAL OF THE ROYAL STATISTICAL SOCIETY SERIES B-METHODOLOGICAL, 1977, 39 (01) :1-38