Quasi-optimal feedback control for a system of oversaturated intersections

Transportation Research Part C: Emerging Technologies

Volumn 57, Issue , 2015, Pages 224-240

  Sun, Weili ^a   Wang, Yunpeng ^a   Yu, Guizhen ^a   Liu, Henry X ^b,c  

^a BEIHANG UNIVERSITY   (China)

^b UNIVERSITY OF MICHIGAN   (United States)

^c UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Feedback control; Oversaturated intersections; Oversaturation; Quasi optimal; Signal control

Indexed keywords

ERRORS; FEEDBACK CONTROL; ROBUST CONTROL; TRAFFIC CONTROL;

FEEDBACK CONTROL LAW; FEEDBACK CONTROL METHODS; FEEDBACK CONTROL STRATEGIES; INTERSECTION CONTROL; OVERSATURATION; QUASI-OPTIMAL; SCIENCE AND ENGINEERING; SIGNAL CONTROL;

QUEUEING THEORY;

CONTROL SYSTEM; DISSIPATION; ERROR ANALYSIS; ESTIMATION METHOD; SIGNAL; TRAFFIC MANAGEMENT;

EID: 84936932954     PISSN: 0968090X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.trc.2015.06.018     Document Type: Article

References (31)

1. Aboudolas K., Papageorgiou M., Kosmatopoulos E. Store-and-forward based methods for the signal control problem in large-scale congested urban road networks. Transp. Res. Part C 2009, 17(2):163-174.
2. Abu-Lebdeh G., Benekohal R.F. Genetic algorithms for traffic signal control and queue management of oversaturated two-way arterials. Transp. Res. Rec. 2000, 1727:61-67.
3. Chang T.H., Lin J.T. Optimal signal timing for an oversaturated intersection. Transp. Res. Part B 2000, 34(6):471-491.
4. Christofa E., Argote J., Skabardonis A. Arterial queue spillback detection and signal control based on connected vehicle technology. Transp. Res. Rec. 2013, 2356:61-70.
5. Daganzo C.F. Urban gridlock: macroscopic modeling and mitigation approaches. Transp. Res. Part B 2007, 41(1):49-62.
6. Diakaki C., Papageorgiou M., Aboudolas K. A multivariable regulator approach to traffic responsive networkwide signal control. Control Eng. Pract. 2002, 10(2):183-195.
7. Gazis D.C. Optimum control of a system of oversaturated intersections. Oper. Res. 1964, 12(6):815-831.
8. Gordon R.L. A technique for control of traffic at critical intersections. Transp. Sci. 1969, 3(4):279.
9. Guardabassi G., Locatelli A., Papageorgiou M. A note on the optimal control of an oversaturated intersection. Transp. Res. Part B 1984, 18(2):111-113.
10. Hu H., Wu X., Liu H.X. Managing oversaturated signalized arterials: a maximum flow based approach. Transp. Res. Part C 2013, 36:196-211.
11. Ioslovich I., Haddad J., Gutman P., Mahalel D. Optimal traffic control synthesis for an isolated intersection. Control Eng. Pract. 2011, 19(8):900-911.
12. Jang K., Kim H., Jang I.G. Traffic signal optimization for oversaturated urban networks: queue growth equalization. IEEE Trans. Intell. Transp. Syst. 2015, 10.1109/TITS.2015.2398896.
13. Lertworawanich P., Kuwahara M., Miska M. A new multiobjective signal optimization for oversaturated networks. IEEE Trans. Intell. Transp. Syst. 2011, 12(4):967-976.
14. Lieberman E.B., Chang J.N., Prassas E.S. Formulation of real-time control policy for oversaturated arterials. Transp. Res. Rec. 2000, 1727:77-88.
15. Lin W., Lo H.K., Xiao L. A quasi-dynamic robust control scheme for signalized intersections. J. Intell. Transp. Syst. 2011, 15(4):223-233.
16. Liu Y., Chang G. An arterial signal optimization model for intersections experiencing queue spillback and lane blockage. Transp. Res. Part C 2011, 19(1):130-144.
17. Liu H.X., Wu X., Ma W., Hu H. Real-time queue length estimation for congested signalized intersections. Transp. Res. Part C 2009, 17(4):412-427.
18. Lo, H.K., Chan Y.C., Chow, A.H., 2001. A new dynamic traffic control system: performance of adaptive control strategies for over-saturated traffic. In: The Proceedings of 2001 IEEE Intelligent Transportation Systems Conference, Oakland, CA, pp. 404-409.
19. Michalopoulos P.G., Stephanopoulos G. Oversaturated signal systems with queue length constraints-I: Single intersection. Transp. Res. 1977, 11(6):413-421.
20. Michalopoulos P.G., Stephanopoulos G. Oversaturated signal systems with queue length constraints-II: Systems of intersections. Transp. Res. 1977, 11(6):423-428.
21. Park B., Messer C.J., Urbanik T. Traffic signal optimization program for oversaturated conditions: genetic algorithm approach. Transp. Res. Rec. 1999, 1683:133-142.
22. Park B., Messer C.J., Urbanik T. Enhanced genetic algorithm for signal-timing optimization of oversaturated intersections. Transp. Res. Rec. 2000, 1727:32-41.
23. Sun W., Wu X., Wang Y., Yu G. A continuous-flow-intersection-lite design and traffic control for oversaturated bottleneck intersections. Transp. Res. Part C 2015, 56:18-33.
24. Sun, W., Wang, Y., Yu, G., Liu, H.X., 2014. Quasi-optimal feedback control for an isolated intersection under oversaturation (in preparation).
25. Tong Y., Zhao L., Li L., Zhang Y. Stochastic programming model for oversaturated intersection signal timing. Transp. Res. Part C 2015, 10.1016/j.trc.2015.01.019.
26. Varaiya P. Max pressure control of a network of signalized intersections. Transp. Res. Part C 2013, 36:177-195.
27. Wu X., Liu H.X., Gettman D. Identification of oversaturated intersections using high-resolution traffic signal data. Transp. Res. Part C 2010, 18(4):626-638.
28. Xin W., Chang J., Muthuswamy S., Talas M., Prassas E. Multiregime adaptive signal control for congested urban roadway networks. Transp. Res. Rec. 2013, 2356:44-52.
29. Xuan Y., Daganzo C.F., Cassidy M.J. Increasing the capacity of signalized intersections with separate left turn phases. Transp. Res. Part B 2011, 45(5):769-781.
30. Zhao L., Peng X., Li L., Li Z. A fast signal timing algorithm for individual oversaturated intersections. IEEE Trans. Intell. Transp. Syst. 2011, 12(1):280-283.
31. Zou, B., Hu, J., Zhang, Y., 2012. The optimal discretized timing plan for individual oversaturated intersections. In: 15th International IEEE Conference on Intelligent Transportation Systems, Anchorage, Alaska, pp. 1656-1660.