Modeling Arterial Signal Optimization with Enhanced Cell Transmission Formulations
Publication: Journal of Transportation Engineering
Volume 137, Issue 7
Abstract
This study presents an arterial signal optimization model that can consider queue blockage among intersection lane groups under oversaturated conditions. The proposed model captures traffic dynamics with the cell transmission concept, which takes into account complex flow interactions among different lane groups. With the embedded formulations for forward wave, backward wave, and the horizontal queue, the proposed arterial signal optimization model can yield effective signal plans for both saturated and under-saturated intersections. To evaluate the performance of the proposed model, this study has conducted extensive simulation experiments with a segment of Georgia Avenue intersecting the Capital Beltway in Silver Spring, Maryland. Through comparisons with signal-timing plans from TRANSYT-7F (Release 10), the proposed model shows its promise for signal-timing optimization, particularly under congested conditions.
Get full access to this article
View all available purchase options and get full access to this article.
References
Abu-Lebdeh, G., and Benekohal, R. (1997). “Development of traffic control and queue management procedures for oversaturated arterials.” Transp. Res. Rec., 1603(1), 119–127.
Abu-Lebdeh, G., and Benekohal, R. (2000). “Genetic algorithms for traffic signal control and queue management of oversaturated two-way arterials.” Transp. Res. Rec., 1727, 61–67.
Abu-Lebdeh, G., Chen, H., and Benekohal, R. (2007). “Modeling traffic output for design of dynamic multi-cycle control in congested conditions.” J. Intell. Transport. Syst., 11(1), 25–40.
Binning, J. C., Burtenshaw, G., and Crabtree, M. (2008). TRANSYT 13 User Guide, Transport Research Laboratory, Wokingham, Berkshire, UK.
Ceylan, H. (2006). “Developing combined genetic algorithm—Hill-climbing optimization method for area traffic control.” J. Transp. Eng., 132(8), 663–671.
Ceylan, H., and Bell, M. (2004). “Traffic signal timing optimization based on genetic algorithm approach, including drivers’ routing.” Transp. Res. Part B, 38(4), 329–342.
Chang, E., Cohen, S., and Liu, C. (1988). “Maxband-86: Program for optimizing left turn phase sequence in multiarterial closed networks.” Transp. Res. Rec., 1181, 61–67.
Chaudhary, N. A., and Messer, C. J. (1993). “Passer IV: A program for optimizing signal timing in grid networks.” Transp. Res. Rec., 1421, 82–93.
Chaudhary, N. A., Pinnoi, A., and Messer, C. J. (1991). “Proposed enhancements to maxband 86 program.” Transp. Res. Rec., 1324, 98–104.
Chow, A. H. F., and Lo, H. K. (2007). “Sensitivity analysis of signal control with physical queuing: Delay derivatives and an application.” Transp. Res. Part B, 41(4), 462–477.
Daganzo, C. F. (1994). “The cell transmission model: A dynamic representation of highway traffic consistent with the hydrodynamic theory.” Transp. Res. Part B, 28(4), 269–287.
Daganzo, C. F. (1995a). “A finite difference approximation of the kinematic wave model of traffic flow.” Transp. Res. Part B, 29(4), 261–276.
Daganzo, C. F. (1995b). “The cell transmission model II: Network traffic.” Transp. Res. Part B, 29(2), 79–93.
Hadi, M., and Wallace, C. (1995). “Treatment of saturated conditions using TRANSYT-7f.” ITE 65th Annual Meeting, Compendium of Technical Papers, 463–466.
ITT Industries Systems Division. (2006). “CORSIM user’s guide.” ATMS R&D and Systems Engineering Program Team, Colorado Springs, CO
Katwijk, R. T. V. (2008). “Multi-agent look-ahead traffic-adaptive control.” Ph.D. thesis, Delft Univ. of Technology, Delft, Netherlands.
Kesur, K. (2009). “Advances in genetic algorithm optimization of traffic signals.” J. Transp. Eng., 135(4), 160–173.
Lieberman, E., and Chang, J. (2005). “Optimizing traffic signal timing through network decomposition.” Transp. Res. Rec., 1925(1), 167–175.
Lieberman, E., Chang, J., and Prassas, E. (2000). “Formulation of real-time control policy for oversaturated arterials.” Transp. Res. Rec., 1727, 77–88.
Lighthill, M., and Whitham, G. (1955). “On kinematic waves II: A theory of traffic flow on long crowded roads.” Proc., Royal Society of London, Series A, Mathematical and Physical Sciences, 317–345.
Little, J. D. C. (1966). “The synchronization of traffic signals by mixed-integer linear programming.” Oper. Res., 14(4), 568–594.
Little, J. D. C., Kelson, M., and Gartner, N. (1981). “Maxband: A program for setting signals on arteries and triangular networks.” Transp. Res. Rec., 795, 40–46.
Lo, H. K. (1999). “A novel traffic signal control formulation.” Transp. Res. Part A, 33(6), 433–448.
Lo, H. K. (2001). “A cell-based traffic control formulation: Strategies and benefits of dynamic timing plans.” Transp. Sci., 35(2), 148–164.
Lo, H. K., and Chow, A. H. F. (2004). “Control strategies for oversaturated traffic.” J. Transp. Eng., 130(4), 466–478.
Lo, H. K., Chang, E., and Chan, Y. C. (2001). “Dynamic network traffic control.” Transp. Res. Part A, 35(8), 721–744.
Papageorgiou, M. (1995). “An integrated control approach for traffic corridors.” Transp. Res. Part C, 3(1), 19–30.
Papageorgiou, M., Diakaki, C., Dinopoulou, V., Kotsialos, A., and Wang, Y. (2003). “Review of road traffic control strategies.” Proc., IEEE, 91(12), 2043–2067.
Park, B. B., Messer, C. J., and Urbanik, T. (1999). “Traffic signal optimization program for oversaturated conditions: Genetic algorithm approach.” Transp. Res. Rec., 1683, 133–142.
Park, B. B., Messer, C. J., and Urbanik, T. (2000). “Enhanced genetic algorithm for signal-timing optimization of oversaturated intersections.” Transp. Res. Rec., 1727, 32–41.
Pillai, R., Rathi, A., and Cohen, S. (1998). “A restricted branch-and-bound approach for generating maximum bandwidth signal timing plans for traffic networks.” Transp. Res. Part B, 32, 517–530.
Richards, P. (1956). “Shock waves on the highway.” Oper. Res., 4(1), 42–51.
Rudolph, G. (1994). “Convergence analysis of canonical genetic algorithms.” IEEE Trans. Neural Netw., 5(1), 96–101.
Stevanovic, A., Martin, P., and Stevanovic, J. (2007). “VisSim-based genetic algorithm optimization of signal timings.” Transp. Res. Rec., 2035, 59–68.
Transportation Research Board (TRB). (2000). Highway Capacity Manual 2000, National Research Council, Washington, DC.
Zhang, L., and Levinson, D. (2004). “Optimal freeway ramp control without origin-destination information.” Transp. Res. Part B, 38(10), 869–887.
Zhou, G., Gan, A., and Shen, L. (2007). “Optimization of adaptive transit signal priority using parallel genetic algorithm.” Tsinghua Sci. Technol., 12(2), 131–140.
Information & Authors
Information
Published In
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Mar 17, 2010
Accepted: Sep 26, 2010
Published online: Oct 9, 2010
Published in print: Jul 1, 2011
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.