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Study on Capacity Analysis Methodology for Riverside Bike-Exclusive Road

하천변 자전거도로의 용량 분석 방법론 연구

  • 전우훈 (한국건설기술연구원 도로연구소) ;
  • 이영인 (서울대학교 환경대학원) ;
  • 양인철 (한국건설기술연구원 도로연구소)
  • Received : 2016.10.01
  • Accepted : 2016.11.29
  • Published : 2016.12.15

Abstract

OBJECTIVES : The objective of this study is to propose a capacity analysis methodology for riverside bike-exclusive roads. METHODS : Three steps were performed to develop a methodology to estimate bikeway capacity. First, we reviewed previous studies on the vehicle-road capacity analysis and proposed their applicability to bikeways. Second, two assumptions were made based on the traffic flow characteristics of bikeways: (1) the capacitated state in bikeways occur within a bicycle platoon, and (2) a bicycle platoon consists of more than three bicycles running in close proximity. In addition, it is assumed that the mean time headway of a bicycle platoon represents the characteristics of the platoon. The normality of the mean-time headway of a bicycle platoon calculated using the central limit theorem leads to the development of a method that estimates the riverside bikeway capacity using data collected from two different riverside bike-exclusive roads (Han-river and Anyangcheon). We used a location-fixed video camera to record videos of running bicycles and wrote a special-purpose software program to code the time-headway data from the videos. RESULTS : Time headways from 189 bicycle platoons were analyzed. The estimated mean-time headway of the capacitated bicycle flow is 1.01 s, from which the capacity of the bikeway is found to be 3578 vehicles/h. CONCLUSIONS : The proposed method that estimates bikeway capacity could be applicable to the analysis of short-range congested area rather than planning the number of lanes. In other words, it determines the sections that are temporarily highly congested and proposes appropriate strategies to mitigate the congestion.

Keywords

References

  1. Botma, H.(1995), "Method to determine level of service for bicycle paths and pedestrian-bicycle paths", Transportation Research Record, (1502), 38-44.
  2. Daniel, Gerlough and Matthew(1975), Traffic Flow Theory, Special Report 165, Transportation Research Board.
  3. Do, CW (2004), "Traffic Engineering (I)", Chungmungak.
  4. Ferrara, T. C.(1975), "A Study of Two-Lane Intersections and Crossings Under Combined Motor Vehicle and Bicycle Demands", Report 75-5. Civil Engineering Department.
  5. Homburger, W. S.(1976), "Capacity of Bus Routes, and of Pedestrian and Bicycle Facilities", Institute of Transportation Studies.
  6. Kim, JS, CH, Park (2006), "Freeway Design Capacity Estimation through the Analysis of Time Headway Distribution", Journal of the Korean Society of Civil Engineers D, 26(2D), pp. 251-258.
  7. Liu, X., Shen, L. D., and Ren, F.(1993), "Operational analysis of bicycle interchanges in Beijing", China (No. 1396).
  8. Navin, F. P.(1994), "Bicycle traffic flow characteristics: experimental results and comparisons", ITE journal, 64(3), 31-37.
  9. Raksuntorn, W., and Khan, S.(2003), "Saturation flow rate, start-up lost time, and capacity for bicycles at signalized intersections", Transportation Research Record: Journal of the Transportation Research Board, (1852), 105-113.
  10. Sohn, YT, JH, Kim, YT, Oh, HS, Kim, WS, Park (2002), "An Experimental Study on Fundamental Characteristics of Bicycle Flows", Journal of Korean Society of Transportation, Vol. 20, No. 4, pp. 19-26.
  11. Stembord, H.(1991), "Capacity Research and Applications: Country Report of the Netherlands", International Symposium on Highway Capacity.
  12. Vagverk, S.(1977), "Swedish Capacity Manual", National Swedish Road Administration.
  13. Zhibin Li, Zheng Li, Rong Huang, Zhao Yang, Wenzhu Zhon and Mao Ye(2014)", Operational Features in Bicycle Traffic Flow : An Observational Study", Transportation Research Board 93th Annual Meeting, Washington, DC, USA.