Cumulative Travel-Time Responsive Real-Time Intersection Control Algorithm in the Connected Vehicle Environment
Publication: Journal of Transportation Engineering
Volume 139, Issue 10
Abstract
This paper presents a cumulative travel-time responsive (CTR) real-time intersection control algorithm that takes full advantage of connected vehicles (CVs). The potential benefits of the proposed CTR algorithm under varying imperfect CV market penetration rates and traffic congestion conditions were investigated. The core of the CTR algorithm is based on a stochastic state estimation technique utilizing Kalman filtering that is used in estimating the cumulative travel times under imperfect market penetration rates at every update interval. Comprehensive simulation experiments covering varying volume-to-capacity ratios and imperfect market penetration rates were performed at a hypothetical isolated intersection with two through lanes and a single left-turn lane at each approach. At 100% market penetration, the CTR algorithm improved the total delay time and average speed of the intersection by 34 and 36%, respectively, compared to an optimized actuated control. It was found that at least 30% market penetration rates are needed to realize the benefits of the CTR algorithm.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was partially supported by the Connected Vehicle Infrastructure (CVI) University Transportation Center (UTC) and the National Research Foundation of Korea grant funded by the Korea government (MEST) (NRF-2010-0029451).
References
Agbolosu-Amison, S. J., Yun, I., and Park, B. (2012). “Quantifying benefits of a dynamic gap-out feature at an actuated traffic signalized intersection under cooperative vehicle infrastructure system.” KSCE J. Civ. Eng., 16(3), 433–440.
Ahn, K., Rakha, H., Trani, A., and Van Aerde, M. (2002). “Estimating vehicle fuel consumption and emissions based on instantaneous speed and acceleration levels.” J. Transp. Eng., 128(2), 182–190.
Chu, L., Oh, J.-S., and Recker, W. (2005). “Adaptive Kalman filter based freeway travel time estimation.” Proc., Transportation Research Board 84th Annual Meeting, Washington, DC.
Dresner, K., and Stone, P. (2008). “A multiagent approach to autonomous intersection management.” J. Artif. Intell. Res., 31(1), 591–656.
Elango, C., and Dailey, D. (2000). “Irregularly sampled transit vehicles used as traffic sensors.” Transportation Research Record 1719, Transportation Research Board, Washington, DC, 33–44.
Gartner, N. H. (1983). “OPAC: A demand-responsive strategy for traffic signal control.” Transportation Research Record 906, Transportation Research Board, Washington, DC, 75–81.
Gartner, N., Pooran, F., and Andrews, C. (2002). “Optimized policies for adaptive control strategy in real-time traffic adaptive control systems: Implementation and field testing.” Transportation Research Record 1811, Transportation Research Board, Washington, DC, 148–156.
Guo, J., Xia, J., and Smith, B. L. (2009). “Kalman filter approach to speed estimation using single loop detector measurements under congested conditions.” J. Transp. Eng., 135(12), 927–934.
Hale, D. (2005). “Traffic network study tool—TRANSYT-7F, United States Version.” McTrans Center, Univ. of Florida, Gainesville, FL.
Hunt, P. B., Robertson, D. I., Bretherton, R. D., and Royle, M. C. (1982). “The SCOOT online traffic signal optimization technique.” Traffic Eng. Control, 23(-1), 190–195.
IEEE. (2009). “ITS standard fact sheets (IEEE 1609).” 〈http://www.standards.its.dot.gov/fact_sheet.asp?f=80〉 (Jul. 27, 2009).
Jiang, D., and Delgrossi, L. (2008). “IEEE 802.11p: Towards an international standard for wireless access in vehicular environments.” Proc., Vehicular Technology Conf., IEEE, 2036–2040.
Jun, J., Guensler, R., and Ogle, J. (2006). “Smoothing methods to minimize impact of global positioning system random error on travel distance, speed, and acceleration profile estimates.” Transportation Research Record 1972, Transportation Research Board, Washington, DC, 141–150.
Lee, J., and Park, B. (2012). “Development and evaluation of a cooperative vehicle infrastructure control (CVIC) algorithm under the connected vehicle environment.” IEEE Trans. Intell. Transp. Syst., 13(1), 81–90.
Lee, J., Park, B., Malakorn, K., and So, J. (2013). “Sustainability assessments of cooperative vehicle intersection control at an urban corridor.” Transp. Res. Part C, 32(7), 193–206.
Lin, W.-H., Dahlgren, J., and Huo, H. (2004). “Enhancement of vehicle speed estimation with single loop detectors.” Transportation Research Record 1870, Transportation Research Board, Washington, DC, 147–152.
MATLAB&SIMULINK [Computer software]. MathWorks, Inc., Natick, MA.
McKay, M. D., Beckman, R. J., and Conover, W. J. (2000). “A comparison of three methods for selecting values of input variables in the analysis of output from a computer code.” Technometrics, 42(1), 55–61.
Mirchandani, P., and Head, L. (2001). “A real-time traffic signal control system: architecture, algorithms, and analysis.” Transp. Res. Part C, 9(6), 415–432.
Mixon/Hill, Inc., and Cogenia Partner. (2009). “AASHTO IntelliDrive deployment analysis: Market assessments and deployment trends overview of Task 3 findings.” AASHTO, Washington, DC.
Mohamed, A. H., and Schwarz, K. P. (1999). “Adaptive Kalman filtering for INS/GPS.” J. Geodes., 73(4), 193–203.
National Electrical Manufacturers Association (NEMA). (2012). 〈http://www.nema.org/〉 (Jan. 9, 2012).
Next Generation Simulation (NGSIM). (2012). 〈http://ngsim-community.org/〉 (Jan. 9, 2012).
Peng, C.-Y. J. (2009). Data analysis using SAS, Sage, Los Angeles.
Planung Transport Verkehr (PTV). (2009a). VISSIM 5.10 user manual, PTV, Karlsruhe, Germany.
Planung Transport Verkehr (PTV). (2009b). VISSIM COM user manual, PTV, Karlsruhe, Germany.
Porche, I., and Lafortune, S. (1999). “Adaptive look-ahead optimization of traffic signals.” ITS J., 4(3), 209–254.
Robertson, D. I. (1969). TRANSYT—A traffic network study tool, Road Research Laboratory, Crowthorne, Berkshire, UK.
Simon, D. (2006). Optimal state estimation: Kalman, H infinity, and nonlinear approaches, Wiley, New York.
Society of Automotive Engineers International (SAE). (2009). “Dedicated short range communications (DSRC) message set dictionary: J2735.” SAE International, Warrendale, PA.
U.S. DOT Research and Innovative Technology Administration (RITA). (2012). “Connected vehicle.” 〈http://www.its.dot.gov/connected_vehicle/connected_vehicle.htm〉 (Aug. 24, 2012).
Wang, Y., and Nihan, N. L. (2000). “Freeway traffic speed estimation with single-loop outputs.” Transportation Research Record 1727, Transportation Research Board, Washington, DC, 120–126.
Welch, G., and Bishop, G. (2004). “An introduction to the Kalman filter.” 〈http://www.cs.unc.edu/~welch/kalman/kalmanIntro.html〉 (Aug. 9, 2012).
Ye, Z., Zhang, Y., and Middleton, D. (2006). “Unscented Kalman filter method for speed estimation using single loop detector data.” Transportation Research Record 1968, Transportation Research Board, Washington, DC, 117–125.
Information & Authors
Information
Published In
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Feb 1, 2012
Accepted: Jun 3, 2013
Published online: Jun 5, 2013
Published in print: Oct 1, 2013
Discussion open until: Nov 5, 2013
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.