Queuing theory guided intelligent traffic scheduling through video analysis using Dirichlet process mixture model

被引:9
|
作者
Kumaran, Santhosh Kelathodi [1 ]
Dogra, Debi Prosad [1 ]
Roy, Partha Pratim [2 ]
机构
[1] Indian Inst Technol Bhubaneswar, Sch Elect Sci, Bhubaneswar 752050, India
[2] Indian Inst Technol Roorkee, Dept Comp Sci & Engn, Roorkee 247667, Uttar Pradesh, India
关键词
Traffic intersection management; Signal duration prediction; Dirichlet process; Queuing theory; Unsupervised learning; Visual surveillance; SIGNAL CONTROL; OBJECT TRACKING; RECOGNITION; ALGORITHMS; REPRESENTATION; ARCHITECTURE; FRAMEWORK; NETWORKS; SYSTEMS; GPS;
D O I
10.1016/j.eswa.2018.09.057
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Intelligent traffic signaling is an important part of city road traffic management systems. In many countries, it is done through supervised/semi-supervised ways. With the advances in computer vision and machine learning, it is now possible to develop expert systems guided intelligent traffic signaling systems that are unsupervised in nature. In order to schedule traffic signals, it is essential to learn the traffic characterization parameters such as the number of vehicles, their arrival and departure rates, etc. In this work, we use unsupervised machine learning with the help of a modified Dirichlet Process Mixture Model (DPMM) to measure the aforementioned traffic parameters. This has been done using a new feature, named temporal clusters or tracklets extracted using DPMM. Detailed analysis on tracklet behavior during signal on/off period has been carried out to derive a queuing theory-based method for signal duration prediction. The queuing behavior at a junction is analyzed using tracklets for understanding their applicability. Queue clearance time at the junction has been used for predicting the signal duration with the help of Gaussian regression of historical data. Two publicly available video datasets, namely QMUL and MIT have been used for verification of the hypothesis. The mean absolute error (MAE) of the proposed method using tracklets has been reduced by a factor of 2.4 and 6.3 when compared with the tracks generated using Kernel Correlation Filters (KCF) and Kanade-Lucas-Tomasi (KLT), respectively. Through experiments, we are also able to establish that KCF and KLT tracks do not consider spatial occupancy of the vehicles on roads, leading to error in the estimation. The results reveal that the proposed queuing theory-based approach predicts the signal duration for the next cycle more accurately as compared to the ground truths. The method can be used for building intelligent traffic control systems for roadway junctions in cities and highways. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:169 / 181
页数:13
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