DOI QR코드

DOI QR Code

Analysis of Non-point Pollution Source Reduction by Permeable Pavement

투수성 포장에 의한 비점오염원 저감 효과 분석

  • Koo, Young Min (Korea Institute of Water and Environment, K-water) ;
  • Kim, Young Do (Department of Environmental Science and Engineering, Inje University) ;
  • Park, Jae Hyeon (Department of Civil and Urban Engineering, Inje University)
  • 구영민 (한국수자원공사 K-water연구원) ;
  • 김영도 (인제대학교 환경공학과(낙동강유역환경연구센터)) ;
  • 박재현 (인제대학교 토목도시공학부)
  • Received : 2013.03.05
  • Accepted : 2013.12.05
  • Published : 2014.01.31

Abstract

As the Urban area grows and more land is developed both within the city and in surrounding areas, hydrologic functions of the natural water cycle are altered. Urbanization creates impervious areas that negatively impact stormwater runoff characteristics. these changes to the natural hydrologic cycle result in the increased flooding, decreased groundwater recharge, increased urban heat island effects. Finally, the land use and other activities result in accumulation and washoff of pollutants from surface, resulting in water quality degradation. Therefore, in this study, evaluating and quantitative analysis of the percolation effect through infiltration experiment of permeable pavement, which is one of the ways that can reduce the problem of the dry stream. Also the SWMM model is used to study the effect of the hydrologic cycle for permeable pavement block contribution.

최근에 불투수층의 증가로 인하여 표면의 저류량이 감소하고 첨두유출과 전체 유출량은 증가한다. 첨두유출과 첨두유출 도달시간이 빨라지게 되면 홍수 발생률이 증가하여 도시유역의 피해를 증가시키며, 토양으로 침투되는 우수량이 감소하여 지하수위가 하강하게 되고 도시하천이 마르는 건천화가 진행되어 유역의 물 순환이 악화된다. 또한 하천 수질 오염의 원인은 점오염원과 비점오염원 등이 있는데, 비점오염원에 의한 오염이 점점 커져가는 양상이다. 이러한 이유는 도시유역이 지속적인 개발로 인해 불투수율이 증가하게 되어 초기강우에 오염물질이 하천으로 유입되고 있기 때문이다. 따라서 본 연구에서는 도시유역의 물순환 회복을 위한 투수성 포장 효과를 분석하며, 투수성 포장의 비점저감 효과 및 첨두유량 감소 효과를 분석하고자 한다. 도시유역 유출 모델인 SWMM을 이용하여 단기 유출 모의를 통하여 투수성 포장의 효과 분석하였다.

Keywords

References

  1. Baffaut, C., and Delleur, J. (1990). "Calibration of SWMM runoff quality model with expert system." Journal of Water Re-sources Planning and Management, ASCE, Vol. 116, No. 2, pp. 247-261. https://doi.org/10.1061/(ASCE)0733-9496(1990)116:2(247)
  2. Chau, H.F. (2009). Green Infrastructure for Los Angeles:Addressing Urban Runoff and Water Supply Through Low Impact Development, Research Report, Los Angeles and the state of California.
  3. Chung, W.C., Hui, K.Y., and Cheng, S.C. (2002) "Sensitive method for the determination of 1,3- dichloropropan-2-ol and 3-chloropropane-1,2-diol in soy sauce by capillary gas chromatography with mass spectrometric detection." J Chrom A, Vol. 952, No. 2, pp. 185-192. https://doi.org/10.1016/S0021-9673(02)00062-6
  4. Dalziel, T., and Cloak, D. (2006). Simplified LowImpact Development Design for Compliance with Stormwater Treatment Requirements. California Association of Stormwater Quality Agencies-Annual Conference. October 3-5.
  5. Deletic, A. (1998). "The first flush load of urban surface runoff." Water Research, Vol. 34, No. 8, pp. 2463-2470.
  6. Engman, E.T. (1986). "Roughness coefficients for routing surface runoff." Journal of Irrigation and Drainage Engineering, Vol. 112-1, pp. 39-53. https://doi.org/10.1061/(ASCE)0733-9437(1986)112:1(39)
  7. Green, S.I. (1997). "Analytical and computational modeling of twin-wire blade forming." J. Pulp and Paper Sci., Vol. 23, No. 7, pp. 353-357.
  8. Gyeonggi Resarch Institute. (2007). Water Circulation Improving Urban Green Function, Research Report.
  9. Hyun, K.H., and Lee, J.M. (2010). "Impacts on watercycle by land use change and effects of infiltration trenches in a new town." Journal of Korean Society ofWater and Wastewater, Vol. 24, No. 6, pp. 691-701. (in Korea).
  10. Jo, Y.J. (2004). Analysis of Runoff Characteristics of the Rainfall Initial about Surface Characteristics. Research Report, Chungbuk Green Environment Center (in Korea).
  11. Kim, L.H., Lee, E.J., Ko, S.O., and Kang, H.M. (2006). "Characteristics of pollutant washed-off from highways with storm runoff duration." Journal of the Korean Society of Road Engineers, Vol. 8, No. 1, pp. 99-106.
  12. Koo, Y.M., Jo, J.A., Kim, Y.D., and Park, J.H. (2013). "A study on runoff analysis of urban watershed by hydrologic infiltration experiment of permeable pavement." Journal of the Korean Society of Civil Engineers. Vol. 33, No. 2, pp. 559-571 https://doi.org/10.12652/Ksce.2013.33.2.559
  13. Lee, B.H., and Lee, K.S. (1998). "Development of an expert system to improve the methods of parameter estimation." Journal of Korean Water Resources Association, KSCE, Vol. 31, No. 6, pp. 641-655.
  14. Lee, D.Y. (2008).Water Quantity and Quality Simulation of Jomangang Using SWMM5, M.S Thesis, Pukyong National University.
  15. Lee, E.J., Kang, D.K., Sgin, H.S., and Cho, K.J. (2005). "Runoff characteristics and nonpoint source pollution loads in an urban watershed using SWMM model." Conference of Korea Water Resources Association, Single issues, pp. 91-97.
  16. Lee, G.Y., Jang, S.H., and Park, J.S. (2008). "Application of SWMM for management of the non-point source in urban area -case study on the pohang city-." Journal of the Environmental Health Sciences, Vol. 34, No. 3, pp. 247-254. https://doi.org/10.5668/JEHS.2008.34.3.247
  17. Lee, H.M., Yun, J.R., Kim, Y.J., Jin K.N., and Han, H.G. (2010). "A study on a reasonable choice of simulation model for rainfall-runoff in the prior review system on disaster effect." LHI Journal, Vol. 1, No. 1, pp. 75-82. https://doi.org/10.5804/LHIJ.2010.1.1.075
  18. LH(Korea Land & Housing Corporation). (2011). Analysis of Flooding Reduction Effect Using LID, Research Report.
  19. MLTM(Ministry of Land, Transport and Maritime Affairs). (1993). Stream Maintenance Master Plan, Nam Stream, Namsan Stream, Technical Report (in Korea).
  20. MLTM(Ministry of Land, Transport and Maritime Affairs). (1994a). Stream Maintenance Master Plan, Naedong Stream, Sogye Stream, Technical Report (in Korea).
  21. MLTM(Ministry of Land, Transport and Maritime Affairs). (1994b). Stream Maintenance Master Plan, Towol Stream, Technical Report (in Korea).
  22. MLTM(Ministry of Land, Transport and Maritime Affairs). (1994c). Stream Maintenance Master Plan, Yanggok Stream, Gaeumjeong Stream, Technical Report (in Korea).
  23. MLTM(Ministry of Land, Transport and Maritime Affairs). (1995). Stream Maintenance Master Plan, Sin Stream, Negok Stream, Mugok Stream, Wolchon Stream, Changwon Strea, Technical Report (in Korea).
  24. MLTM(Ministry of Land, Transport and Maritime Affairs). (1996). Stream Maintenance Master Plan, Hanam Stream, Technical Report (in Korea).
  25. MLTM(Ministry of Land, Transport and Maritime Affairs). (2000). Stream Maintenance Master Plan, Changwon Stream, Technical Report (in Korea).
  26. MLTM(Ministry of Land, Transport and Maritime Affairs). (2005). Stream Maintenance Master Plan, Sangbok Stream, Technical Report (in Korea).
  27. MLTM(Ministry of Land, Transport and Maritime Affairs). (2010a). Stream Master Plan, Anmin Stream, Technical Report (in Korea).
  28. MLTM(Ministry of Land, Transport and Maritime Affairs). (2010b). Stream Master Plan, Wanam Stream, Technical Report (in Korea).
  29. Paik, D.H., Lim, Y.H., Choi, J.K., Jung, P.G., and Kwak, D.H. (2005). "Study on the runoff characteristics of non-point source pollution in municipal area using SWMM model -a casce study in Jeonyu city-." Journal of the Environmental Society, Vol. 14, No. 12, pp. 1185-1194.
  30. Park, J., Yoo, Y., Park, Y., Yoon, H., Kim, J., Park, Y., Jeon, J.H., and Lim, K.J. (2008). "Analysis of runoff reduction with LID adoption using the SWMM, journal of Korean society on water quality." Korean Society Water Environment, Vol. 24, No. 6, pp. 805-815.
  31. Park, Y.H., and Park, S.S. (2004). "Development of nonpoint source pollution loading function based on rainfall intensity and land use type." Journal of Korean Society of Environmental Engineers, Vol. 26, No. 10, pp. 1070-1078.
  32. Shaw, E.M. (1993). Hydrology in Practice. Chapman & Hall.
  33. Tholin, A.L., and Keifer, C.J. (1960). "Hydrology of urban runoff." Trans, ASCE, Vol. 125, pp. 1308-1379.
  34. Wallace, K., and Leonardi, F. (1975). "Theoretical analyses of pavement edge infiltration and drainage." ARRB External Project 176 Report No AIR 176-5.

Cited by

  1. The Management of Nonpoint Source and Storm Water Reduction with LID Techniques in Inchon City, South Korea vol.24, pp.10, 2015, https://doi.org/10.5322/JESI.2015.24.10.1239
  2. Development of Integrated Management System of Stormwater Retention and Treatment in Waterside Land for Urban Stream Environment vol.37, pp.2, 2015, https://doi.org/10.4491/KSEE.2015.37.2.126
  3. Evaluation for Non-Point Sources Reduction Effect by Vegetated Ridge and Silt Fence vol.57, pp.5, 2015, https://doi.org/10.5389/KSAE.2015.57.5.129
  4. Reduction of Pollutant Concentrations in Urban Stormwater Runoff by Settling vol.38, pp.4, 2016, https://doi.org/10.4491/KSEE.2016.38.4.210
  5. Analysis of Nonpoint Source Pollutants in Urban Stormwater Runoff vol.18, pp.1, 2016, https://doi.org/10.17663/JWR.2016.18.1.094