Review of Coordinated Control Strategies for Urban Arterial Road

Authors

  • Yinfang Wu
  • Lin Zhang

DOI:

https://doi.org/10.54691/gzgfvz41

Keywords:

Arterial Road Signal Coordination Control Strategies; Green Wave Band; Performance Indexes.

Abstract

Urban arterial coordinated control strategy is an effective way to alleviate urban traffic congestion. The current urban coordinated control methods can be divided into maximum green wave band method and minimum performance index method. This paper, two different coordinated control methods are reviewed, and the advantages and disadvantages of urban road arterial coordinated control methods are analyzed, and the future research direction in this field is prospected.

Downloads

Download data is not yet available.

References

[1] China Highway and Transportation Society: Traffic Engineering Handbook (China Communications Press, China 1998).

[2] X.H. Lin, J.M. Xu, K. Lu, et al. A Design Method of Two Way Green Wave of Each Phase for Entrance, Journal of Transport Information and Safety, (2007) No.05, p.8-12+16.

[3] J. Zhou, L.Y. Zhou: Research on Signal Coordination Control in Urban Arteries Based on Graphic Method, China Safety Science Journal, Vol. 21 (2011) No.01, p.55-59.

[4] Y.L. Chan, Q.Q. Zhang, P. Zhang: Bidirectional Green-Wave Signal Control Optimization Design of City Trunk Road, Journal of Chongqing University of Technology(Natural Science), Vol. 28 (2014) No.12, p.108-112+118.

[5] X. Chen, C. Zhang: Graphic Method of Bidirectional Green Wave Control Based on Centerline Intersection of Green Wave Band, Journal of Liaoning University of Technology(Natural Science Edition), Vol. 37 (2017) No.02, p.137-140.

[6] D.H. Wang, X.R. Yang, X.M. Song: Improvement of classical numerical method for arterial road signal coordinate control, Journal of Jilin University(Engineering and Technology Edition), Vol. 41 (2011) No.01, p.29-34.

[7] J.F. Cao: Segmented and optimized algebraic method of ITS green wave algorithm, Internet of Things Technologies, Vol.3 (2013) No.08, p.82-84+87.

[8] B.B. Jing, X.W. Yan, H. Wu, et al. General Algebraic Algorithm for Arterial Coordination Control Based on Maximum Bidirectional Progression Bandwidth, Journal of Transportation Systems Engineering and Information Technology, Vol. 17 (2017) No.02, p.76-82.

[9] Little J. The Synchronization of Traffic Signals by Mixed-Integer Linear Programming, OPER RES, Vol.14 (1966).

[10] Little, J. D., Kelson, M. D., Gartner, N. H. MAXBAND: a versatile program for setting signals on arteries and triangular networks, Massachusetts Institute of Technology, Cambridge, MA, USA, 1981.

[11] Chang E, Cohen S, Li C, et al. MAXBAND-86. Program for optimizing left-turn phase sequence in multiarterial closed networks, TRANSPORT RES REC, (1988) p.61-67.

[12] Gartner N H, Assman S F, Lasaga F, et al. A multi-band approach to arterial traffic signal optimizatio, Transportation Research Part B: Methodological, Vol. 25 (1991) No.1, p.55-74.

[13] Stamatiadis C, Gartner N. MULTIBAND-96: A program for variable bandwidth progression optimization of multiarterial traffic network, TRANSPORT RES REC, (1996) p.9-17.

[14] K.S. Tang, T. Kong, F. Wang, et al. A Modified MULTIBAND Model for Urban Arterial Coordinate Control, Journal of Tongji University(Natural Science), Vol. 41 (2013) No.07, p.1002-1008.

[15] Y.L. Chang, X.Y. Zheng, P. Zhang: Improved MULTIBAND Model based on saturated traffic volume of left turn on intersecting roads, Journal of Zhengzhou University(Engineering Science), Vol. 39 (2018) No.01, p.29-35.

[16] Y.Y. Zhang, J.L. Li, X.C. Li, et al. Study on Green Wave Coordination Control Method Based on Ripple Changes, Journal of Transportation Engineering and Information, Vol. 17 (2019) No.03, p.52-61.

[17] Hillier J A, Rothery R. The synchronization of traffic signals for minimum delay, Transportation Science, Vol. 1 (1967) No.1, p.81-94.

[18] Yue Liu, Gang-Len Chang. An arterial signal optimization model for intersections experiencing queue spillback and lane blockage, Transportation research part C: emerging technologies, Vol. 19 (2011) No.1, p.130-144.

[19] X.J. Wan, H.P. Lu: An Optimal offset Model for artery traffic signal control system, China Journal of Highway and Transport, Vol. 14 (2001) No.2, p.101-104.

[20] Y.L. Pei, B.H. Liu: Offset optimal model for urban main road, China Intelligent Automation Conference (Lanzhou, China, August, 2007). p.1032-1036.

[21] Z. Yuan, Y. Quan: Traffic coordinated control model of the urban intersecting roads based on the delay model, Journal of Transportation Engineering, Vol. 15 (2015) No.5, p.18-23.

[22] X.C. Jiang, Y. Jin, Z.Y. Xie: Arterial coordinated signal control method under connected vehicle environment, Journal of Harbin Institute of Technology, Vol. 53 (2021) No.3, p.18-25.

Downloads

Published

2024-09-20

Issue

Section

Articles