Probe vehicle lane identification for queue length estimation at intersections

ABSTRACT Vehicles instrumented with Global Positioning Systems, also known as GPS probe vehicles, have become increasingly popular for collecting traffic flow data. Previous studies have explored the probe vehicle data for estimating speeds and travel time; however, there is very limited research on predicting queue dynamics from such data. In this research, a methodology was developed for identifying the lane position of the GPS-instrumented vehicles when they are standing in the queue at signalized intersections with multiple lanes, particularly in the case of unequal queue. Various supervised and unsupervised clustering methods were tested on data generated from a microsimulation model. Among the tested methods, the Optimal Bayes Rule that utilizes probability density functions estimated using bivariate statistical mixture models was found to be effective in identifying the lanes. The methodology for lane identification was tested for queue length estimation. This research confirms that the lane identification is an important step required prior to the queue length estimation. The accuracies of the models for lane identification and queue length estimation were evaluated at varying levels of demand and probe vehicle market penetrations. In general, as the market penetration increases, the accuracy improves as expected. The result shows that 40% market penetration rate is adequate to reach about 90% accuracy.

[1]  Xuegang Ban,et al.  Kinematic Equation-Based Vehicle Queue Location Estimation Method for Signalized Intersections Using Mobile Sensor Data , 2015, J. Intell. Transp. Syst..

[2]  Hesham Rakha,et al.  Estimating Fuel Consumption and Carbon Footprint at Signalized Intersections Using Probe Vehicle Trajectories , 2014 .

[3]  Francesco Viti,et al.  The Dynamics and the Uncertainty of Queues at Fixed and Actuated Controls: A Probabilistic Approach , 2009, J. Intell. Transp. Syst..

[4]  Bin Ran,et al.  Cycle-by-Cycle Queue Length Estimation for Signalized Intersections Using Sampled Trajectory Data , 2011 .

[5]  Markos Papageorgiou,et al.  Real-time estimation of vehicle-count within signalized links , 2008 .

[6]  Hesham A. Rakha,et al.  Queue length estimation using conventional vehicle detector and probe vehicle data , 2012, 2012 15th International IEEE Conference on Intelligent Transportation Systems.

[7]  Bing Wu,et al.  Shockwave-based queue estimation approach for undersaturated and oversaturated signalized intersections using multi-source detection data , 2017, J. Intell. Transp. Syst..

[8]  Henry X. Liu,et al.  Real-time queue length estimation for congested signalized intersections , 2009 .

[9]  Gang-Len Chang,et al.  PREDICTING INTERSECTION QUEUE WITH NEURAL NETWORK MODELS , 1995 .

[10]  Gurcan Comert,et al.  Queue length estimation from probe vehicles at isolated intersections: Estimators for primary parameters , 2016, Eur. J. Oper. Res..

[11]  Mecit Cetin Estimating Queue Dynamics at Signalized Intersections from Probe Vehicle Data , 2012 .

[12]  Mecit Cetin,et al.  Queue length estimation from probe vehicle location and the impacts of sample size , 2009, Eur. J. Oper. Res..

[13]  Michael Hunter,et al.  A Probe-Vehicle-Based Evaluation of Adaptive Traffic Signal Control , 2012, IEEE Transactions on Intelligent Transportation Systems.

[14]  M J Lighthill,et al.  On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[15]  Mecit Cetin,et al.  Analytical Evaluation of the Error in Queue Length Estimation at Traffic Signals From Probe Vehicle Data , 2011, IEEE Transactions on Intelligent Transportation Systems.

[16]  Adrian E. Raftery,et al.  Model-based Methods of Classification: Using the mclust Software in Chemometrics , 2007 .

[17]  Xuegang Jeff Ban,et al.  Real time queue length estimation for signalized intersections using travel times from mobile sensors , 2011 .

[18]  Henk Ritzema,et al.  Frequency and regression analysis. , 1994 .

[19]  P. I. Richards Shock Waves on the Highway , 1956 .

[20]  Alexander Skabardonis,et al.  Prediction of Arrival Profiles and Queue Lengths along Signalized Arterials by using a Markov Decision Process , 2005 .

[21]  Bin Ran,et al.  An Exploratory Shockwave Approach to Estimating Queue Length Using Probe Trajectories , 2012, J. Intell. Transp. Syst..

[22]  Francesco Viti,et al.  Modeling Queues at Signalized Intersections , 2004 .

[23]  Nikolas Geroliminis,et al.  Exploiting probe data to estimate the queue profile in urban networks , 2013, 16th International IEEE Conference on Intelligent Transportation Systems (ITSC 2013).

[24]  Jingcheng Wu,et al.  Methodologies for Estimating Vehicle Queue Length at Metered On-Ramps , 2008 .

[25]  William L Eisele,et al.  TRAVEL TIME DATA COLLECTION HANDBOOK , 1998 .