Short-Term Prediction of Signal Cycle in Actuated-Controlled Corridor Using Sparse Time Series Models

Traffic signals as part of intelligent transportation systems can play a significant role toward making cities smart. Conventionally, most traffic lights are designed with fixed-time control, which induces a lot of slack time (unused green time). Actuated traffic lights control traffic flow in real time and are more responsive to the variation of traffic demands. For an isolated signal, a family of time series models such as autoregressive integrated moving average (ARIMA) models can be beneficial for predicting the next cycle length. However, when there are multiple signals placed along a corridor with different spacing and configurations, the cycle length variation of such signals is not just related to each signal's values, but it is also affected by the platoon of vehicles coming from neighboring intersections. In this paper, a multivariate time series model is developed to analyze the behavior of signal cycle lengths of multiple intersections placed along a corridor in a fully actuated setup. Five signalized intersections have been modeled along a corridor, with different spacing among them, together with multiple levels of traffic demand. To tackle the high-dimensional nature of the problem, penalized least squares method are utilized in the estimation procedure to output sparse models. Two proposed sparse time series methods captured the signal data reasonably well, and outperformed the conventional vector autoregressive (VAR) model - in some cases up to 17% - as well as being more powerful than univariate models such as ARIMA.

[1]  Wei Hao,et al.  Cycle-Length Prediction in Actuated Traffic-Signal Control Using ARIMA Model , 2018, J. Comput. Civ. Eng..

[2]  Guoqiang Mao,et al.  STARIMA-based traffic prediction with time-varying lags , 2016, 2016 IEEE 19th International Conference on Intelligent Transportation Systems (ITSC).

[3]  Peter G Furth,et al.  Predictive–Tentative Transit Signal Priority with Self-Organizing Traffic Signal Control , 2016 .

[4]  George F. List,et al.  A Modular Colored Stochastic Petri Net for Modeling and Analysis of Signalized Intersections , 2016, IEEE Transactions on Intelligent Transportation Systems.

[5]  Kamol Chandra Roy,et al.  Estimation of Traffic Arrival Pattern at Signalized Intersection using ARIMA Model , 2015 .

[6]  William B. Nicholson,et al.  VARX-L: Structured Regularization for Large Vector Autoregressions with Exogenous Variables , 2015, 1508.07497.

[7]  William B. Nicholson,et al.  Hierarchical Vector Autoregression , 2014 .

[8]  Peter G Furth,et al.  Self-Organizing Traffic Signals Using Secondary Extension and Dynamic Coordination Rules , 2014 .

[9]  Peter G. Furth,et al.  Self-Organizing Control Logic for Oversaturated Arterials , 2013 .

[10]  Werner Brilon,et al.  Experiences with Adaptive Signal Control in Germany , 2013 .

[11]  Ilsoo Yun,et al.  Quantifying benefits of a dynamic gap-out feature at an actuated traffic signalized intersection under cooperative vehicle infrastructure system , 2012 .

[12]  Hao Wang,et al.  Predictive Strategy for Transit Signal Priority at Fixed-Time Signalized Intersections: Case Study in Nanjing, China , 2012 .

[13]  Peter G Furth,et al.  Multiheadway Gap-Out Logic for Actuated Control on Multilane Approaches , 2012 .

[14]  P. Bickel,et al.  Large Vector Auto Regressions , 2011, 1106.3915.

[15]  Julien Mairal,et al.  Proximal Methods for Hierarchical Sparse Coding , 2010, J. Mach. Learn. Res..

[16]  Birgitte Bak-Jensen,et al.  ARIMA-Based Time Series Model of Stochastic Wind Power Generation , 2010, IEEE Transactions on Power Systems.

[17]  Liping Fu,et al.  Predicting Bus Arrival Time on the Basis of Global Positioning System Data , 2007 .

[18]  Billy M. Williams,et al.  Modeling and Forecasting Vehicular Traffic Flow as a Seasonal ARIMA Process: Theoretical Basis and Empirical Results , 2003, Journal of Transportation Engineering.

[19]  J. Contreras,et al.  ARIMA Models to Predict Next-Day Electricity Prices , 2002, IEEE Power Engineering Review.

[20]  Murad S. Taqqu,et al.  A seasonal fractional ARIMA Model applied to the Nile River monthly flows at Aswan , 2000 .

[21]  Richard A. Davis,et al.  Introduction to time series and forecasting , 1998 .

[22]  Peter G Furth,et al.  Lost Time and Cycle Length for Actuated Traffic Signal , 2009 .

[23]  Marc Teboulle,et al.  A Fast Iterative Shrinkage-Thresholding Algorithm for Linear Inverse Problems , 2009, SIAM J. Imaging Sci..

[24]  Darcy M. Bullock,et al.  ACS-Lite Algorithmic Architecture: Applying Adaptive Control System Technology to Closed-Loop Traffic Signal Control Systems , 2003 .

[25]  Y. Kamarianakis,et al.  Forecasting Traffic Flow Conditions in an Urban Network: Comparison of Multivariate and Univariate Approaches , 2003 .

[26]  Peter G Furth,et al.  Transit Signal Priority Along Arterials Using Advanced Detection , 2003 .

[27]  R. Tibshirani Regression Shrinkage and Selection via the Lasso , 1996 .

[28]  A Carter,et al.  SCOOT: THE WORLD'S FOREMOST ADAPTIVE TRAFFIC CONTROL SYSTEM , 1995 .

[29]  Feng-Bor Lin,et al.  ESTIMATION OF AVERAGE PHASE DURATIONS FOR FULL-ACTUATED SIGNALS , 1982 .

[30]  P. Frasconi,et al.  This article has been accepted for inclusion in a future issue of this journal. Content is final as presented, with the exception of pagination. IEEE TRANSACTIONS ON INTELLIGENT TRANSPORTATION SYSTEMS 1 Short-Term Traffic Flow Forecasting: An Experimental , 2022 .