DOI QR코드

DOI QR Code

Developing and Evaluation of Coordinated Semi-Actuated Signal Control for Field Application

현장적용을 위한 연동형 반감응 신호제어 개발 및 분석

  • 박순용 (한국건설기술연구원 SOC성능연구소 도로교통연구실) ;
  • 이석기 (한국건설기술연구원 SOC성능연구소 도로교통연구실) ;
  • 정준화 (한국건설기술연구원 SOC성능연구소 도로교통연구실)
  • Received : 2013.12.23
  • Accepted : 2014.02.17
  • Published : 2014.03.28

Abstract

In this paper, Coordinated Semi-Actuated Signal Control algorithm was developed and evaluated. According to the analysis of simulation, the coordinated semi-actuated signal control led to reduced vehicle delay as the difference of traffic volume between major and minor streets was getting bigger. But when there was relatively high traffic volume, or the equivalent amount of traffic volume on major and minor streets, optimized pre-timed signal control was verified to lower delay times compared to coordinated semi-actuated signal control; however, it might increase pedestrian delay. Therefore, the coordinated semi-actuated signal control should be implemented at intersections where traffic volume is relatively low.

본 연구에서는 지방부 간선 또는 지선 축에서 효과적으로 사용 가능한 연동형 반감응 신호제어 알고리즘을 개발하고 이를 평가하였다. 연동형 반감응 신호제어에 대한 모의실험 결과를 살펴보면, 주 부 도로의 교통량 차이가 커질수록 연동형 반감응 신호제어의 지체가 최적화된 고정식 신호제어에 비해 감소하는 것을 확인하였다. 그러나 주부도로의 교통량이 같거나 전체 교통량이 많아지면 최적화된 고정식 신호제어의 지체가 더 낮게 나타났으며, 횡단 보행량이 많아질수록 차량 지체가 증가하는 것으로 확인되었다. 따라서 연동형 반감응 신호제어는 차량 교통량이 일정수준 이하인 곳에 적용하되, 횡단 보행량을 고려하여 적용지역을 선별해야 할 것이다.

Keywords

References

  1. ITE, TRAFFIC SIGNAL TIMING MANUAL. Institute of Transportation Engineers, Washington, DC, USA, 2009.
  2. FHWA, Traffic Control System Handbook. Federal Highway Administration, USA, 1985.
  3. J. T. Kim and Kenneth G. Courage, "Evaluation and design of maximum green time settings for traffic actuated control," Transportation Research Record 1852, pp.246-255, National Research Council, Washington, D.C., 2003.
  4. G. H. Zhang and Y. H. Wang, "Optimizing Minimum and Maximum Green Time Settings for Traffic Actuated Control at Isolated Intersections," IEEE Intelligent Transportations System, Vol.12, pp.164-173, 2011. https://doi.org/10.1109/TITS.2010.2070795
  5. G. E. Shoup and D. Bullock, "Dynamic Offset Tuning Procedure Using Travel Time Data," Transportation Research Record No.1683, Transportation Research Board, Washington, D.C., pp.84-94, 1999.
  6. Y. Yin, M. Li, and A. Skabardonis, "Offline Offset Refiner for Coordinated Actuated Signal Control Systems," Jouranl of Transportation Engineering, Vol.133, No.7, pp.423-432, 2007. https://doi.org/10.1061/(ASCE)0733-947X(2007)133:7(423)
  7. M. S. Kang, Actuated Signal Control for Improvement of Corridor's Speed on Arterial, Master's Thesis, The University of Seoul, 2008.
  8. S. J. Kim, Effectiveness Evaluation of the Semi-Actuated Signal control system Installation, Master's Thesis, Ajou University, 2011.
  9. S. J. Ko, Study on Delay Reductions at Four-Leg Intersections by Adopting Semi-Actuated Signal Control and Pedestrian Push-Button, Master's Thesis, Ajou University, 2011.
  10. TRB, Highway Capacity Manual 2000. Transportation Research Board, National Research Council, Washington, D. C., 2000.
  11. J. T. Kim, Development and Testing of Computational Procedures for Signal Timing Design at Isolated Intersections. Ph. D. thesis, University of Florida, USA, 2001.