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Development of Integrated Traffic Control of Dynamic Merge and Lane Change at Freeway Work Zones in a Connected and Automated Vehicle Environment

자율협력주행차 환경의 고속도로 공사구간 동적합류 및 차로변경 통합제어전략 개발

  • Kim, Yongju (Dept. of Civil and Environmental Eng., Seoul National University) ;
  • Ka, Dongju (Dept. of Civil and Environmental Eng., Seoul National University) ;
  • Kim, Sunho (Dept. of Civil and Environmental Eng., Seoul National University) ;
  • Lee, Chungwon (Dept. of Civil and Environmental Eng., Seoul National University)
  • 김용주 (서울대학교 건설환경공학부) ;
  • 가동주 (서울대학교 건설환경공학부) ;
  • 김선호 (서울대학교 건설환경공학부) ;
  • 이청원 (서울대학교 건설환경공학부)
  • Received : 2020.06.03
  • Accepted : 2020.06.11
  • Published : 2020.06.30

Abstract

A bottleneck and congestion occur when a freeway is closed due to maintenance and construction activities on the freeway. Although various traffic managements have been developed to improve the traffic efficiency at freeway work zones, such as merge control, there is a limit to those controls with human drivers. On the other hand, the wireless communication of connected and automated vehicles (CAVs) enables the operation of advanced traffic management. This study developed a traffic control strategy that integrates Dynamic Merge Control (DMC) and Lane Change Control (LCC) in a CAV environment. DMC operates as an either early or late merge based on the occupancy rate of upstream of the work zone. The LCC algorithm determines the number of vehicles that need to change their lane to balance the traffic volume on open lanes. The simulation results showed that integrated control improves the cumulative vehicle count, average speed upstream, and average network travel time.

고속도로에서 공사로 인한 차로폐쇄가 발생하면 병목이 형성되어 혼잡이 발생한다. 따라서 공사구간의 도로 운영효율을 개선하기 위해 다양한 교통관리전략이 개발되었으며, 대표적으로 공사구간 상류에 운영하는 합류제어가 있다. 일반차 환경에서는 혼잡시 운전자가 합류에 어려움을 겪어 전략 운영에 한계가 존재하나, 자율협력주행차는 통신기능을 활용하여 고도화된 교통관리전략의 운영이 가능하다. 이에 본 연구는 자율협력주행차 환경에서 동적합류제어와 차로변경제어를 통합한 교통관리전략을 개발하였다. 통합제어전략은 공사구간 상류의 점유율을 기준으로 조기합류 또는 지연합류를 운영하며, 비공사차로의 차로별 교통량을 균형화 하기 위해 차로를 변경할 차량수를 결정한다. 미시교통시뮬레이션에 자율협력주행차와 전략을 구현하고 분석한 결과 누적 통과교통량, 공사구간 상류의 평균속도 및 네트워크 평균통행시간이 개선되어 도로 운영성이 향상된 것을 확인하였다.

Keywords

References

  1. Aria E.(2016), Investigation of automated vehicle effects on driver's behavior and traffic performance, Ph.D Thesis, Linkopings Universitet, Linkoping, Sweden, pp.31-37.
  2. Atkins(2016), Research on the Impacts of Connected and Autonomous Vehicles (CAVs) on Traffic Flow, Stage 2: Traffic Modelling and Analysis Technical Report, Department for Transport, p.52.
  3. Cassidy M. J. and Rudjanakanoknad J.(2005), "Increasing the capacity of an isolated merge by metering its on-ramp," Transportation Research Part B: Methodological, vol. 39, no. 10, pp.896-913. https://doi.org/10.1016/j.trb.2004.12.001
  4. Datta T., Schattler K. and Kar P.(2004), Development and Evaluation of an Advanced Dynamic Lane Merge Traffic Control System for 3 to 2 Lane Transition Areas in Work Zones, MDOT RC-1451[R], Michigan: Michigan Department of Transportation, pp.7-42.
  5. Fei L., Zhu H. B. and Han X. L.(2016), "Analysis of traffic congestion induced by the work zone," Physica A: Statistical Mechanics and Its Applications, vol. 450, pp.497-505. https://doi.org/10.1016/j.physa.2016.01.036
  6. Ge Q. and Menendez M.(2013), "A Simulation Study for the Static Early Merge and Late Merge Controls at Freeway Work Zones," Swiss Transport Research Conference, Monte Verita/Ascona, Switzerland, p.19.
  7. Ghiasi A., Hussain O., Qian Z. S. and Li X.(2017), "A mixed traffic capacity analysis and lane management model for connected automated vehicles: A Markov chain method," Transportation Research Part B: Methodological, vol. 106, pp.266-292. https://doi.org/10.1016/j.trb.2017.09.022
  8. Hu X. and Sun J.(2019), "Trajectory optimization of connected and autonomous vehicles at a multilane freeway merging area," Transportation Research Part C: Emerging Technologies, vol. 101, pp.111-125. https://doi.org/10.1016/j.trc.2019.02.016
  9. Jia D. and Ngoduy D.(2016), "Enhanced cooperative car-following traffic model with the combination of V2V and V2I communication," Transportation Research Part B: Methodological, vol. 90, pp.172-191. https://doi.org/10.1016/j.trb.2016.03.008
  10. Kang K. P. and Chang G. L.(2009), "Lane-based dynamic merge control strategy based on optimal thresholds for highway work zone operations," Journal of Transportation Engineering, vol. 135, no. 6, pp.359-370. https://doi.org/10.1061/(ASCE)0733-947X(2009)135:6(359)
  11. Kang K. P., Chang G. L. and Paracha J.(2006), "Dynamic late merge control at highway work zones: evaluations, observations, and suggestions," Transportation Research Record, vol. 1948, no. 1, pp.86-95. https://doi.org/10.1177/0361198106194800110
  12. Kim S., Lee J., Kim Y. and Lee C.(2018), "Simulation-Based Analysis on Dynamic Merge Control at Freeway Work Zones in Automated Vehicle Environment," Journal of the Korean Society of Civil Engineers, vol. 38, no. 6, pp.867-878. https://doi.org/10.12652/KSCE.2018.38.6.0867
  13. Lee M., Kim D., Kim H. and Lee C.(2013), "Capacity of Urban Freeway Work Zones," Journal of the Korean Society of Civil Engineers, vol. 33, no. 3, pp.1123-1130. https://doi.org/10.12652/Ksce.2013.33.3.1123
  14. Lentzakis A. F., Spiliopoulou A. D., Papamichail I., Papageorgiou M. and Wang Y.(2008), "Real-time work zone management for throughput maximization," In 87th Transportation Research Board Annual Meeting, Washington, DC, January, pp.13-17.
  15. Manual H. C.(2016), Highway capacity manual. 6th edition, Washington, DC, vol. 2, pp.1040-1045.
  16. Mccoy P. and Pesti G.(2001), "Dynamic Late Merge Control Concept for Work Zones on Rural Interstate Highways," Transportation Research Record: Journal of the Transportation Research Board, vol. 1745, pp.20-26. https://doi.org/10.3141/1745-03
  17. Meng Q. and Weng J.(2010), "Cellular automata model for work zone traffic," Transportation Research Record, vol. 2188, no. 1, pp.131-139. https://doi.org/10.3141/2188-14
  18. Meyer E.(2004), Construction area late merge (CALM) system. Technology Evaluation Report. Midwest Smart Work Zone Deployment Initiative. FHWA Pooled Fund study.
  19. Mirshahi M., Obenberger J., Fuhs C. A., Howard C. E., Krammes R. A., Kuhn B. T. and Yung J. L.(2007), Active traffic management: the next step in congestion management (No. FHWA-PL-07-012;NTIS-PB2008100599), United States. Federal Highway Administration.
  20. Roncoli C., Bekiaris-Liberis N. and Papageorgiou M.(2017), "Lane-changing feedback control for efficient lane assignment at motorway bottlenecks," Transportation Research Record, vol. 2625, no. 1, pp.20-31. https://doi.org/10.3141/2625-03
  21. Scriba T., Symoun J. and Beasley K. A.(2010), "To Lessen Work Zone Impacts: Try TMPs," Public Roads, vol. 74, no. 2, pp.10-17.
  22. Shladover S. E., Su D. and Lu X. Y.(2012), "Impacts of cooperative adaptive cruise control on freeway traffic flow," Transportation Research Record, vol. 2324, no. 1, pp.63-70. https://doi.org/10.3141/2324-08
  23. Subhanka N.(2018), Impact of level 3 automated vehicle merging on 2-to-1 lane freeway, Master Thesis, University of Wisconsin-Madison, Madison, WI, The United States of America, p.2.
  24. Taavola D., Jackels J. and Swenson T.(2003), "Dynamic Late Merge System Evaluation: Initial Deployment on US Route 10 Summer 2003," Transportation Research Record: Journal of the Transportation Research Board, No. 976036.
  25. Ullman G., Schroeder J. and Gopalakrishna D.(2014), Work zone intelligent transportation systems implementation guide: Use of technology and data for effective work zone management (No. FHWA-HOP-14-008).
  26. Van Arem B., Van Driel C. J. and Visser R.(2006), "The impact of cooperative adaptive cruise control on traffic-flow characteristics," IEEE Transactions on Intelligent Transportation Systems, vol. 7, no. 4, pp.429-436. https://doi.org/10.1109/TITS.2006.884615
  27. Walters C. H., Pezoldt V. J., Womack K. N., Cooner S. A. and Kuhn B. T.(2000), Understanding road rage: Summary of first-year project activities, Texas Transportation Institute, College Station, p.62.
  28. Wang Y. and Ioannou P. A.(2011), "New model for variable speed limits," Transportation Research Record, vol. 2249, no. 1, pp.38-43. https://doi.org/10.3141/2249-06
  29. Yang N., Chang G. L. and Kang K. P.(2009), "Simulation-Based Study on a Lane-Based Signal System for Merge Control at Freeway Work Zones," Journal of Transportation Engineering, ASCE, vol. 135, no. 1, pp.9-17. https://doi.org/10.1061/(ASCE)0733-947X(2009)135:1(9)
  30. Yuan Y., Liu Y. and Liu W.(2019), "Dynamic Lane-Based Signal Merge Control for Freeway Work Zone Operations," Journal of Transportation Engineering, Part A: Systems, vol. 145, no. 12, 04019053. https://doi.org/10.1061/JTEPBS.0000256
  31. Zhang Y. and Ioannou P. A.(2016), "Combined variable speed limit and lane change control for highway traffic," IEEE Transactions on Intelligent Transportation Systems, vol. 18, no. 7, pp.1812-1823. https://doi.org/10.1109/TITS.2016.2616493
  32. Zheng J. and Liu H. X.(2017), "Estimating traffic volumes for signalized intersections using connected vehicle data," Transportation Research Part C: Emerging Technologies, vol. 79, pp.347-362. https://doi.org/10.1016/j.trc.2017.03.007

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