Arterial queue spillback detection and signal control based on connected vehicle technology

Transportation Research Record

Volumn , Issue 2356, 2013, Pages 61-70

  Christofa, Eleni ^a   Argote, Juan ^b   Skabardonis, Alexander ^b  

^a University of Massachusetts   (United States)

^b Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

PROBABILITY DISTRIBUTIONS; QUEUEING THEORY; SIGNAL DETECTION; TRAFFIC SIGNALS;

CALIFORNIA; DETECTION METHODS; GEOMETRIC DISTRIBUTION; KINEMATIC-WAVE THEORY; PENETRATION RATES; QUEUE SPILLBACK; SIGNAL CONTROL; SIGNAL CONTROL STRATEGY; TRAFFIC OPERATION; VEHICLE TECHNOLOGY;

VEHICLES;

EID: 84887449265     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2356-08     Document Type: Article

References (24)

1. Abu-Lebdeh, G., and R. F. Benekohal. Development of Traffic Control and Queue Management Procedures for Oversaturated Arterials. In Transportation Research Record 1603, TRB, National Research Council, Washington, D.C., 1997, pp. 119-127.
2. Skabardonis, A., and N. Geroliminis. Real-Time Monitoring and Control on Signalized Arterials. Journal of Intelligent Transportation Systems, Vol. 12, No. 2, 2008, pp. 64-74.
3. Bretherton, R., and G. Bowen. Recent Enhancements to SCOOT: SCOOT Version 2.4. 3rd International Conference on Road Traffic Control, Institution of Electrical Engineers, London, 1990, pp. 95-98.
4. Geroliminis, N., and A. Skabardonis. Identification and Analysis of Queue Spillovers in City Street Networks. IEEE Transactions on Intelligent Transportation Systems, Vol. 12, No. 4, 2011, pp. 1107-1115.
5. Wu, X., H. Liu, and D. Gettman. Identification of Oversaturated Intersections Using High-Resolution Traffic Signal Data. Transportation Research Part C: Emerging Technologies, Vol. 18, No. 4, 2010, pp. 626-638.
6. Comert, G., and M. Cetin. Queue Length Estimation from Probe Vehicle Location and the Impacts of Sample Size. European Journal of Operational Research, Vol. 197, No. 1, 2009, pp. 196-202.
7. Cheng, Y., X. Qin, J. Jin, B. Ran, and J. Anderson. Cycle-by-Cycle Queue Length Estimation for Signalized Intersections Using Sampled Trajectory Data. In Transportation Research Record: Journal of the Transportation Research Board, No. 2257, Transportation Research Board of the National Academies, Washington, D.C., 2011, pp. 87-94.
8. Hao, P., and X. Ban. Vehicle Queue Location Estimation for Signalized Intersections Using Sample Travel Times from Mobile Sensors. Presented at 90th Annual Meeting of the Transportation Research Board, Washington, D.C., 2011.
9. Cheng, Y., X. Qin, J. Jin, and B. Ran. An Exploratory Shockwave Approach to Estimating Queue Length Using Probe Trajectories. Journal of Intelligent Transportation Systems, Vol. 16, No. 1, 2012, pp. 12-23.
10. Liu, H., X. Wu, W. Ma, and H. Hu. Real-Time Queue Length Estimation for Congested Signalized Intersections. Transportation Research Part C: Emerging Technologies, Vol. 17, No. 4, 2009, pp. 412-427.
11. Gazis, D. Optimum Control of a System of Oversaturated Intersections. Operations Research, Vol. 12, No. 6, 1964, pp. 815-831.
12. Michalopoulos, P., and G. Stephanopoulos. Optimal Control of Oversaturated Intersections: Theoretical and Practical Considerations. Traffic Engineering and Control, Vol. 19, No. 5, 1978, pp. 216-221.
13. Gordon, R. A Technique for Control of Traffic at Critical Intersections. Transportation Science, Vol. 3, No. 4, 1969, pp. 279-288.
14. Gal-Tzur, A., D. Mahalel, and J. N. Prashker. Signal Design for Congested Networks Based on Metering. In Transportation Research Record 1398, TRB, National Research Council, Washington, D.C., 1993, pp. 111-118.
15. Rathi, A. A Control Scheme for High Traffic Density Sectors. Transportation Research Part B: Methodological, Vol. 22, No. 2, 1988, pp. 81-101.
16. Pignataro, L., W. McShane, and K. Crowley. NCHRP Report 194: Traffic Control in Oversaturated Street Networks. TRB, National Research Council, Washington, D.C., 1978.
17. May, A., F. Montgomery, and D. Quinn. Control of Congestion in Highly Congested Networks. CODTU IV Conference, Jakarta, Indonesia, 1988.
18. Abu-Lebdeh, G., and R. F. Benekohal. Genetic Algorithms for Traffic Signal Control and Queue Management of Oversaturated Two-Way Arterials. In Transportation Research Record: Journal of the Transportation Research Board, Vol. 1727, TRB, National Research Council, Washington, D.C., 2000, pp. 61-67.
19. Venkatanarayana, R., H. Park, B. L. Smith, C. Skerrit, Jr., and N. W. Ruhter. Application of IntelliDrive to Address Oversaturated Conditions on Arterials. Presented at 90th Annual Meeting of the Transportation Research Board, Washington, D.C., 2011.
20. Smith, B. L., R. Venkatanarayana, H. Park, N. Goodall, J. Datesh, and C. Skerrit, Jr. IntelliDrive Traffic Signal Control Algorithms. Final report. IntelliDrive Pooled Fund Study, University of Virginia, Charlottesville, 2011.
21. He, Q., K. Head, and J. Ding. PAMSCOD: Platoon-Based Arterial Multi-Modal Signal Control with Online Data. Transportation Research Part C: Emerging Technologies, Vol. 20, No. 1, 2012, pp. 164-184.
22. Argote, J., E. Christofa, Y. Xuan, and A. Skabardonis. Estimation of Arterial Measures of Effectiveness with Connected Vehicle Data. Presented at 91st Annual Meeting of the Transportation Research Board, Washington, D.C., 2012.
23. Lieberman, E. B., J. Chang, and E. S. Prassas. Formulation of Real-Time Control Policy for Oversaturated Arterials. In Transportation Research Record: Journal of the Transportation Research Board, No. 1727, TRB, National Research Council, Washington, D.C., 2000, pp. 77-88.
24. Transport Simulation Systems. Aimsun Users Manual Version 6.1. 2010.