한국도로학회논문집 (International Journal of Highway Engineering)

  • 제20권1호
  • /
  • Pages.117-126
  • /
  • 2018
  • /
  • 1738-7159(pISSN)
  • /
  • 2287-3678(eISSN)
한국도로학회 (Korean Society of Road Engineers)
권호 표지
DOI QR코드

DOI QR Code

차선세척과 청소를 통한 고속도로 차선의 반사성능 변화

Change in Reflection Performance of Highway Lanes Through Lane Washing and Sweeping

  • 이성식 (경기대학교 도시교통공학과 도로설계연구실) ;
  • 오흥운 (경기대학교 공과대학 도시.교통공학과)
  • 투고 : 2017.10.16
  • 심사 : 2018.02.05
  • 발행 : 2018.02.19
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

PURPOSES : The purpose of this paper is to analyze the change in lane reflection performance through lane washing and sweeping on highway lanes. METHODS : This paper compared and analyzed the changes in lane reflection performance before and after lane washing and sweeping. The research method was as follows. First, we selected four research sites on the Gyeong-bu Highway. Second, the parameters affecting lane reflection performance are classified into luminance, brightness, and number of glass beads. Third, the change in reflection performance was measured after washing /sweeping at the same place after studying 60m of the unwashed/unswept area. Fourth, the measurement results were compared and analyzed before and after lane washing/sweeping. RESULTS : The results of this study are as follows. First, lane washing improved the luminance and brightness by 4.2~21.4% and 1.4~5.1%, respectively, and reduced the number of glass beads per wash by 0.2~1.2%. Second, lane sweeping improved the luminance and brightness by 2.3~8.5% and 0.8~2.3%, respectively, and reduced the number of glass beads per sweep by 0.8~4.9%. CONCLUSIONS : By comparing the results of lane washing and sweeping, it was found that compared to lane sweeping, lane washing improved the luminance and fewer glass beads were dropped.

키워드

참고문헌

  1. Amato, F., Querol, X., Alastuey, A., Pandolfi, M., Moreno, T., Gracia, J., Rodriguez, P. (2009) "Evaluating urban PM10 pollution benefit induced by street cleaning activities." Quantifying road dust resuspension in urban environment by multilinear engine, Atmospheric Environment, Vol. 43, pp.4472-4480.
  2. Bris, F. J., Garnuad, S., Apperry, N., Gonzalez, A., Mouchel, J.M., Chebbo, G., and Thevenot, D. R. (1999). A street deposit sampling method for metal and hydrocarbon contamination assessment. Science of the Total Environment, Elsevier,Vol. 235, pp.211-220. https://doi.org/10.1016/S0048-9697(99)00192-8
  3. Claytor, R. (1999). New developments in street sweeper technology. Watershed Protection Techniques, AIRUSE LIFE, Vol. 3, No. 1.
  4. Chang, Y., Chou, C., Su, K., Tseng, C. (2005). Effectiveness of street sweeping and washing for controlling ambient. TSP. Atmospheric Environment, Vol. 39, pp.1891-1902 https://doi.org/10.1016/j.atmosenv.2004.12.010
  5. Dobroff, F. (1999). Street cleaning initiative. Region of Hamilton-Wentworth Air Quality Program.
  6. Geni, B et al. (2006). Pavement Marking Materials and Markers. National Cooperative Highway Research Program, pp.13-18
  7. Graham, J., Harrold, and Leek. (1996). Pavement Marking Retroreflectivity Requirements for Older Drivers. Transportation Research Record 1529, TRB, National Research Council, Washington D.C. pp.65-70.
  8. IOWA State university Institute for Transportation (2010). Pavement Markings and Safety. IOWA Highway Research Board, pp.6-9, IOWA.
  9. Jang, D. (2010). Assessment of Retroreflectivities for the Types of Roadway Markings, a Master's degree, Ajou Universtiy graduate school of ITS.
  10. James, M. et al. (2002). Long-Term Pavement Marking Practices. TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 306. Transprotation Research Board.
  11. Kang, M. and Oh, H. (2015). "Appropriate dimension of freeway lane marking using computer based laboratory experiment." International Journal of Highway Engineering, Korean Society of Road Engineers, Vol.14, No.1, pp.6-7.
  12. Kare, R. (1998). Lane Markings In Night Driving: A Review Of Past Research and of The Present Situation. The University of Michigan Transportation Research Institute Ann Arbor, Michigan 48109-2150 U.S.A. Report No. UMTRI-98-50, pp.1-5, Michigan.
  13. Kenyon., Wayne, D., Gurney., Gary, F., Bryden., James, E., (2006). A Study on Retroreflectivities of Pavement Markings by Freeway Facility Types, Transportation Research Record. pp.1-8.
  14. Kim, D. (2013). Development of Freeway Stripe and Gap Marking Dimension Using Preference Test, a Master's degree, Kyonggi Universtiy graduate school, pp.1-28.
  15. Korean National Police Agency (2012). Traffic Signal Setting & Management Manual (in Korean).
  16. Korf, J. (2004). Reflectivity of Pavement Markings : Analysis of Retroreflectivity Degradation Curves. Washington State Transportation Center, pp.7-9, Washington.
  17. Lee, C. and Lee, H. and Oh, H. (2012). "High Performance Glass Beads for Traffic Marking in Wet Weather", International Journal of Highway Engineering, Korean Society of Road Engineers, Vol.14, No.1, pp.9-16.
  18. Oh, H. (2005). "A Study on Retroreflectivities of Pavement Markings by Freeway Facility Types", International Journal of Highway Engineering, Korean Society of Road Engineers, Vol.7, No.4. pp.174-177.
  19. Oh, H. (2007). "Retroreflectivity Performance Characteristics Under Environmental Roadway Conditions Based on Influenoing Factors", Journal of The Korean Society of Civil Engineers D, KSCE, 27(3D), pp.289-295.
  20. Son, Y. (2007), A study on the Efficiency of Street Sweeper for PM10 Removal in Paved Roads, a Master's degree, Inha University, pp.67-69.
  21. T, A. and T, H. (1999). Effective of Street Sweeping for Stormwater Pollution Control. Cooperative Research Centre for Catchment Hydrology. pp. 4-7.
  22. The Ministry of Transportation (2015). Highway Design Manual (in Korean).
  23. Zwahlen, H. T. and T. Schnell. (1999). Visibility of road markings as a function of age, retroreflectivity under low-beam and highbeam illumination at night. Transportation Research Record 1692, pp.152-163.