Traffic Adaptive Control for Oversaturated Isolated Intersections: Model Development and Simulation Testing
Publication: Journal of Transportation Engineering
Volume 130, Issue 5
Abstract
Traffic adaptive control for oversaturated intersections (TACOS) is a hybrid optimization and rule-based strategy that addresses weaknesses of existing adaptive control strategies by having attributes such as: (1) the information used for decision-making is not dependent on forecasts; (2) intersection utilization is used explicitly in the objective function; (3) phase sequencing is optimized; and (4) operational anomalies are detected and responded to. A new intersection simulator that emulates NETSIM, INTEGRATION, and TACOS was developed to compare TACOS with pretimed and actuated control strategies. Demand scenarios consisted of light to heavy flow, cyclical arrivals, and arrivals with an upstream incident. Throughput-to-demand ratio, speed, delay, queue time, and percent stops were examined. Traffic adaptive control for oversaturated intersections showed significant improvements over pretimed and actuated control in terms of all examined measures of effectiveness under all flow scenarios. Demanding parameter specifications required in other adaptive control strategies are unnecessary in TACOS.
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References
Aycin, M., and Benekohal, R. (1999). “Comparison of car-following models for simulation.” Transportation Research Record. 1678, Transportation Research Board, Washington, D.C., 116–127.
Bang, K. (1976). “Optimal control of isolated traffic signals.” Traffic Eng. Control, July 1979, 288–292.
Elahi, M., Radwan, E., and Goul, M. (1987). “Knowledge-based system for adaptive traffic signal control.” Transportation Research Record 1324, Transportation Research Board, Washington, D.C., 115–122.
Elahi, M., Radwan, E., and Goul, M.(1992). “Traffic signal using mixed controller operations.” J. Transp. Eng., 118(6), 866–880.
Gartner, N., Tarnoff, P., and Andrews, C. (1991). “Evaluation of optimized policies for adaptive strategy.” Transportation Research Record 1324, Transportation Research Board, Washington, D.C., 105–114.
Head, L., Mirchandani, P., and Sheppard, D. (1992). “Hierarchical framework for real-time traffic control.” Transportation Research Record 1360, Transportation Research Board, Washington, D.C., 82–88.
Institute of Transportation Engineers (ITE). (2000). “Joint committee on the advanced transportation controller: advanced transportation controller standards overview.” 〈www.ite.org/standards/atc/index.htm〉.
Kamyab, A., Maze, T., and Souleyrette, R.(1996). “Evaluation of vehicle-specific information in traffic control systems.” J. Transp. Eng., 122(6), 421–429.
Li, H. (2002). “Traffic adaptive control for isolated, over-saturated intersections.” PhD dissertation, Univ. of Hawaii at Manoa, Honolulu.
Li, H., and Prevedouros, P. (2002). “Detailed observations of saturation headways and start-up lost times.” Transportation Research Record 1802, Transportation Research Board, Washington, D.C., 44–53.
Li, M.-T., and Gan, A. (1999). “Signal timing optimization for oversaturated networks using TRANSYT-7F.” Transportation Research Record 1683, Transportation Research Board, Washington, D.C., 118–126.
Lieberman, E., Chang, J., and Prassas, E. (2000). “Formulation of a real-time control policy for oversaturated arterials.” Proc., 79th Annual Meeting, Transportation Research Board, Washington, D.C.
Lin, F. (1988). “Comparative analysis of two logics for adaptive control of isolated intersections.” Transportation Research Record 1194, Transportation Research Board, Washington, D.C., 6–14.
Lin, F., Cooke, D., and Vijayakumar, S. (1987). “Use of predicted vehicle arrival information for adaptive signal control.” Transportation Research Record 1112, Transportation Research Board, Washington, D.C., 89–98.
Memon, G., and Bullen, A. (1996). “Multivariate optimization strategiesfor real-time traffic control signals.” Transportation Research Record 1554, Transportation Research Board, Washington, D.C., 36–42.
Owen, L., and Stallard, C. (1999). “Rule-based approach to real-time distributed adaptive signal control.” Transportation Research Record 1683, Transportation Research Board, Washington, D.C., 95–101.
Transportation Research Board (TRB). (2000). “Highway capacity manual.” Special Rep. No. 209, National Research Council, Washington, D.C.
Van Aerde, M., and Assoc., Ltd. (2000). INTEGRATION, release 2.30 for Windows: User’s guide, Ontario, Canada.
Yagar, S., and Han, B.(1993). “A procedure for real-time signal control that considers transit interference and priority.” Transp. Res., Part B: Methodol., 28(4), 315–331.
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Copyright © 2004 American Society of Civil Engineers.
History
Received: Sep 4, 2002
Accepted: Aug 14, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004
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