Skip to main content
Log in

A novel conditional cell transmission model for oversaturated arterials

  • Published:
Journal of Central South University Aims and scope Submit manuscript

Abstract

The objective of this work is to develop a novel feature for traffic flow models, when traffic queues on two-way arterials periodically extend until then they block an upstream signal in oversaturated conditions. The new model, proposed as conditional cell transmission model (CCTM) has been developed with two improvements. First, cell transmission model (CTM) is expanded for two-way arterials by taking account of all diverging and merging activities at intersections. Second, a conditional cell is added to simulate periodic spillback and blockages at an intersection. The results of experiments for a multilane, two-way, three-signal sample network demonstrate that CCTM can accommodate various traffic demands and accurate representation of blockages at intersections. The delay of left turns is underestimated by 40 % in moderate conditions and by 58% in oversaturated condition when using the CTM rather than CCTM. Finally, the consistency between HCS 2000 and CCTM shows that CCTM is a reliable methodology of modeling traffic flow in oversaturated condition.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. NIU Wen-yuan. Fifteen large cities lose nearly one billion RMB per day due to traffic congestion [ER/OL]. http://bkb.ynet.com/article.jsp?oid=72370228.

  2. PIGNATARO L J, MCSHANE W R, CROWLEY K W, LEE B, CASEY T W. Traffic control in oversaturated street networks [R]. Washington D C: Transportation Research Record, National Research Council, 1978.

    Google Scholar 

  3. TANG Tie-qiao, LI Chuan-yao, HUANG Hai-jun, SHANG Hua-yan. Macro modeling and analysis of traffic flow with road width [J]. Journal of Central South University of Technology: 2011, 18(5): 1757–1764.

    Article  Google Scholar 

  4. LIU Tian-liang, HUANG Hai-jun, TIAN Li-jun. Microscopic simulation of multi-lane traffic under dynamic tolling and information feedback [J]. Journal of Central South University of Technology: 2009, 16(5): 865–870.

    Article  Google Scholar 

  5. YIN Y F, LIU H X, LAVAL J A, LU Xiao-Yun, LI Meng, PILACHOWSKI J, ZHANG Wei-Bin. Development of an integrated microscopic traffic simulation and signal timing optimization tool [D]. Berkeley: University of California, 2007.

    Google Scholar 

  6. GURUPACKIAM S, JONES L S, FONSECA J D. Investigating initialization times, repetitions, and MOE variability in simulation of under saturated and saturated traffic signals [C]// 6th International Symposium on Highway Capacity and Quality of Service Social and Behavioral Sciences, Stockholm, 2011: 1–2.

  7. LIGHT M J, WHITHAM B. On kinematic waves. I: Flow movement in long rivers; II: A theory of traffic flow on long crowed roads [C]// Proceedings of Royal Society of London (Series A). London: The Royal Society, 1955: 281–345.

    Google Scholar 

  8. RICHARDS P I. Shockwaves on the highway [J]. Operation Research, 1956, 4(1): 42–51.

    Article  MathSciNet  Google Scholar 

  9. SHI Feng, ZHOU Wen-liang, LIU Fen-fang, DENG Lian-bo. Two-lane roundabout traffic flow characteristics based on cellular automaton [J]. Journal of Central South University: Science and Technology, 2010, 41(4): 1616–1622. (in Chinese)

    Google Scholar 

  10. CHEN Qian, WANG Wei, Application of fuzzy optimization method based on CTM for traffic trunk line control under special events [J]. Journal of Southeast University, 2008, 138(5): 861–865. (in Chinese)

    Google Scholar 

  11. LO H K. A novel traffic signal control formulation [J]. Transportation Research Part A, 1999, 33(6): 433–448.

    Google Scholar 

  12. LO H K. A cell based traffic control formulation: strategies and benefits of dynamic timing plans [J]. Transportation Science, 2001, 35(2): 148–164.

    Article  MATH  Google Scholar 

  13. WENG Ping. Conditional cell transmission model for two way arterials in oversaturated conditions [D]. USA: University of Alabama, 2010.

  14. LO H K, CHOW A H F. Control strategies for oversaturated traffic [J]. Journal of Transportation Engineering, 2004, 130(4): 462–477.

    Article  Google Scholar 

  15. LI Z, CHANG G L. Modeling arterials signal optimization with enhanced cell transportation formulations [C]// Transportation Research Board 89th Annual Meeting. Washington D C: National Research Council, 2010: 1–2.

    Google Scholar 

  16. LIN W H, AHANOTU D. Validating the basic cell transmission model on a single freeway Link [D]. Berkeley: University of California, 1995.

    Google Scholar 

  17. SMILOWITZ K R, DAGANZO C F. prediction of time dependant traffic backups and other reproducible traits in experimental highway data [D]. Berkeley: University of California, 1999.

    Google Scholar 

  18. ROESS R P, PRASSAS E S, MCSHANE W R. Traffic engineering. third edition [M]. New Jersey: Prentice Hall, 2004: 650.

    Google Scholar 

  19. U.S. Department of Transportation. Manual on uniform traffic control devices [M]. Washington D C: Federal Highway Administration, 2009: 66800.

    Google Scholar 

  20. U.S. Department of Transportation. Traffic analysis toolbox volume III: Guidelines for applying traffic microsimulation modeling software [M]. Washington D C: Federal Highway Administration, 2004: 85.

    Google Scholar 

  21. ABU-LEBDEH G, BENEKPOHAL R. Development of a traffic control and queue management procedure for oversaturated arterial [C]// Transportation Research Board Annual Meeting. Washington D C: National Research Council, 1997: 119–126.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Qun Yang  (杨群).

Additional information

Foundation item: Project(51108343) supported by the National Natural Science Foundation of China; Project(06121) supported by University of Transportation Center for Alabama, USA

Rights and permissions

Reprints and permissions

About this article

Cite this article

Wang, P., Jones, L.S. & Yang, Q. A novel conditional cell transmission model for oversaturated arterials. J. Cent. South Univ. Technol. 19, 1466–1474 (2012). https://doi.org/10.1007/s11771-012-1163-6

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11771-012-1163-6

Key words

Navigation