대한교통학회지 (Journal of Korean Society of Transportation)

  • 제34권2호
  • /
  • Pages.191-206
  • /
  • 2016
  • /
  • 1229-1366(pISSN)
  • /
  • 2234-4217(eISSN)
대한교통학회 (Korean Society of Transportation)
권호 표지
DOI QR코드

DOI QR Code

보행 특성을 고려한 보행자 서비스수준 평가지표 개발: 홍익대학교 주변지역을 대상으로

Development of Criteria for Determining Level of Service for Pedestrian Walkway Considering a Pedestrian Platoon: Focusing on the Hongik University Area

  • 최성택 (홍익대학교 과학기술연구소) ;
  • 추상호 (홍익대학교 건설도시공학부) ;
  • 전나영 (홍익대학교 도시계획과)
  • CHOI, Sung Taek (Research Institute of Science and Technology, Hongik University) ;
  • CHOO, Sang Ho (School of Urban & Civil Engineering, Hongik University) ;
  • JEON, Na Yeong (Department of Urban Design & Planning, Hongik University)
  • 투고 : 2016.01.07
  • 심사 : 2016.04.08
  • 발행 : 2016.04.30
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

보행자 행태는 개인의 사회 경제적 환경과 신체적 특성으로 인해 매우 다양하게 나타나기 때문에 보행 지표는 다양한 표본을 통해 얻게 된 결과의 평균적인 값을 활용하게 된다. 그러나 개별 보행자의 보행 특성이 매우 다르다면 평균 값 또한 대표성을 갖기 힘들다. 본 연구에서 영상촬영을 통해 보행자를 관찰한 결과, 보행로 상에 뒤섞인 군집(platoon)이 보행 흐름에 큰 영향을 끼친다는 사실을 발견하였다. 보행로 상에 군집이 많이 섞여 있을수록 보행 흐름은 더욱 느려지고 보행공간은 혼잡해진다. 보행류율과 보행점유공간 등의 지표는 특정 시간동안 해당 보행로를 이용한 보행자수에 의해 정의된다. 따라서 군집의 비율이 높은 지점과 낮은 지점에서 동일한 수의 보행자가 관측되었다 하더라도 실질적인 보행 속도, 혼잡도 등은 큰 차이를 보일 수 있다. 본 연구는 이러한 현상을 관찰하여 보행 군집의 구성 비중이 높은 경우에 적용할 수 있는 별도의 보행자 서비스 수준을 제시하였다. 그 결과, 동일한 값의 보행류율을 보이는 두 개의 지점이라 해도 보행 군집의 영향에 의해 서비스 수준이 다르게 나타남을 확인하였다.

Pedestrian performance measurement has generally used the average values of pedestrian volumes and speeds from a sample, although each individual's pedestrian behavior of the sample is mainly affected by his/her socio-economic and physical characteristics. In particular, if such individual characteristics of the sample have wide variations, the average values are hard to be representative. In this respect, this study found that a platoon of pedestrians had a major effect on their pedestrian flows on sidewalks. The more platoons was mixed on pedestrian roads, the lower pedestrian flow rate was. The indexes such as a pedestrian flow rate and an occupancy space are typically calculated by pedestrian volumes in a given period of time regardless of the existence of a platoon. However, it is plausible that a pedestrian speed and a level of pedestrian congestion can be different under the equal amount of pedestrian volumes. Therefore, this study suggested criteria for determining level of service for pedestrian considering platoon effects and confirmed that two places had different pedestrian LOSs because of the platoon effects, even if they showed the same pedestrian flow rate.

키워드

참고문헌

  1. Bruce W. L., Venkat R. V., Russell M. O., Douglas S. M., Martub G. (2007), Modeling The Roadside Walking Enviromnent: A Pedestrian Level of Service, Transportation Research Board.
  2. Chinmoy S., Chris W., John G. (2014), Healthy Cities: Public Health Through Urban Planning, Edward Elgar.
  3. Davis D. G., Braaksma J. P. (1987), Level-of-Service Standards for Platooning Pedestrians in Transportation Terminals, ITE Journal, April, 31-35.
  4. Frank J. (2000), Pedestrian Level of Service Based on Trip Quality, Transportation Research Board.
  5. Huat L. I., Mas'oem D. M., Shankar R. (2005), Revised Walkway Capacity Using Platoon Flows, Eastern Asia Society for Transportation Studies, 5, 996-1008.
  6. Jang J. Y., Choo S. H., Choi S. T. (2015), A Study on the Microscopic Analysis of Pedestrian Behavior by Classification Considering Walkway and Pedestrian Platoon Characteristics, 2015 Fall Conference of Korea Institute of ITS.
  7. Jang S. Y., Han S. Y., Kim S. G. (2010), A Study on Level of Service of Pedestrian Facility in Transfer Stations at Urban Railroad, Journal of the Korean Society for Railway, 13(3), Korean Society for Railway, 339-348.
  8. Kadali B. R., Vedagiri P. (2015), Evaluation of pedestrian crosswalk level of service in perspective of type of land-use, Transportation Research Part A, 73, Transportation Research Part A, 113-124.
  9. Kim E. C., Choi E. J., Yang J. Y. (2015), A Study on Enhancement Methods of Level of Service Analysis for Pedestrian Sidewalks, J. Korean Soc. Transp., 33(1), Korean Society of Transportation, 29-39. https://doi.org/10.7470/jkst.2015.33.1.29
  10. Kim K. H., Park S. H., Kim D. H. (2006), Estimating the Level-of-Service for Walkways by Using Fuzzy Approximate Reasoning, KSCE Journal, 26(2), Korean Society of Civil Engineers, 241-250.
  11. Kim K. W. (1999), Evaluation Criteria of the Walkway Level-of-Service in Korea, J. Korean Soc. Transp., 17(3), Korean Society of Transportation. 31-46.
  12. Kim S. K., Choi J. S., Kim S. Y., Kim S. M. (2011), Evaluation of Pedestrian Road Level of Service by Survey and DGPS, 2011 Conference of Korean Society of Road Engineers, 179-184.
  13. Kim T. H., Jeong K. S., Koo J. H., Won J. M. (2009), A Development and Application of Evalutation Criteria for Pedestrian Quality of Service Using Analytic Network Process, Journal of Korea Planners Association, 44(1), Korea Planners Association, 211-222.
  14. Lim J. S., Oh Y. T. (2002), Estimation of Pedestrian Capacity for Walkway, J. Korean Soc. Transp., 20(1), Korean Society of Transportation, 91-99.
  15. Ministry of Land, Infrastructure and Transport (2013), Korea Highway Capacity Manual, Ch.14.
  16. Murareetharan T., Adachi T., Hagiwara T., Kagaya S. (2005), Method to Determine Pedestrian Level-of-Service for Crosswalks at Urban Intersections, Journal of the Eastern Asia Society for Transportation Studies, 6, 127-136.
  17. Pushkarev B., Zupan J. M. (1975), Urban Space for Pedestrian, The MIT Press.
  18. Rai Y. O., Robert J. B. (1970), Preliminary Report on the Urban Density Study, Regional Plan Association.
  19. Sarkar S. (2003), Qualitative Evaluation of Comfort Needs in Urban Walkways in Major Activity Centers, TRB 2003 Anuual Meeting.
  20. Shin H. M., Kim T. H., Jeong K. S., Won J. M. (2009), A Development of Service Quality Evaluation Models for Pedestrians in Newtown Using Structural Equation Modeling, Seoul Metropolitan Research, 10(1), The Seoul Institute, 183-196.
  21. Soren U. J. (2013), Pedestrian and Bicycle Level of Service at Intersections, Roundabouts and Other Crossings, TRB 2013 Anuual Meeting.
  22. Transportation Research board (2000), Highway Capacity Manual.
  23. Transportation Research Board (2010), Highway Capacity Manual, TRB, Ch.11 and Ch.18.