Queue Length Estimation Using Connected Vehicle Technology for Adaptive Signal Control

被引:108
作者
Tiaprasert, Kamonthep [1 ]
Zhang, Yunlong [1 ]
Wang, Xiubin Bruce [1 ]
Zeng, Xiaosi [1 ]
机构
[1] Texas A&M Univ, Dwight Look Coll Engn, Zachry Dept Civil Engn, College Stn, TX 77843 USA
关键词
Adaptive signal control; discrete wavelet transform; traffic queue length estimation; wireless vehicle-to-vehicle communications; TRAFFIC SIGNALS; KINEMATIC WAVES; PROBE VEHICLES; SENSORS;
D O I
10.1109/TITS.2015.2401007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a mathematical model for real-time queue estimation using connected vehicle (CV) technology from wireless sensor networks. The objective is to estimate the queue length for queue-based adaptive signal control. The proposed model can be applied without signal timing, traffic volume, or queue characteristics as basic inputs. The model is also developed so that it can work with both fixed-time signals and actuated signals. Furthermore, a discrete wavelet transform (DWT) is applied to the queue estimation algorithm in this paper for the first time. The purpose of the DWT is to enhance the proposed queue estimation to be more accurate and consistent regardless of the randomness in the penetration ratio. Experimental results are provided to validate the proposed model in both pretimed control and actuated control with a microscopic simulator, i.e., VISSIM. The results indicate that the proposed algorithm is able to estimate the queue length from VISSIM in the test case with pretimed signal control reasonably well. The results in actuated control cases, which have not been studied previously, showed that the proposed algorithm remains as accurate as the pretimed control cases. The accuracy of the proposed queue estimation algorithm is obtained without relying on basic inputs that other models typically require but are often impractical to obtain. Therefore, it is expected that the proposed queue estimation model is applicable for adaptive signal control using CV technology in practice.
引用
收藏
页码:2129 / 2140
页数:12
相关论文
共 33 条
[1]  
Akansu A.N., 2000, Multiresolution Signal Decomposition: Transforms,Subbands and Wavelets
[2]  
Andrews S., 2009, FHWAJPO09003 US DEP
[3]  
[Anonymous], 2012, TTIS 2012 URBAN MOBI
[4]  
[Anonymous], 1990, Traffic Flow Fundamentals Prentice Hall
[5]  
Badillo BE, 2012, IEEE INT C INTELL TR, P1674, DOI 10.1109/ITSC.2012.6338891
[6]   Real time queue length estimation for signalized intersections using travel times from mobile sensors [J].
Ban, Xuegang ;
Hao, Peng ;
Sun, Zhanbo .
TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2011, 19 (06) :1133-1156
[7]  
Briesemeister L., 2000, Proceedings of the IEEE Intelligent Vehicles Symposium 2000 (Cat. No.00TH8511), P522, DOI 10.1109/IVS.2000.898398
[8]  
Cheng Y., 2010, P 89 ANN M TRANSP RE, P1
[9]   Cycle-by-Cycle Queue Length Estimation for Signalized Intersections Using Sampled Trajectory Data [J].
Cheng, Yang ;
Qin, Xiao ;
Jin, Jing ;
Ran, Bin ;
Anderson, Jason .
TRANSPORTATION RESEARCH RECORD, 2011, (2257) :87-94
[10]   Arterial Queue Spillback Detection and Signal Control Based on Connected Vehicle Technology [J].
Christofa, Eleni ;
Argote, Juan ;
Skabardonis, Alexander .
TRANSPORTATION RESEARCH RECORD, 2013, (2356) :61-70