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A Study on Improvement of Hydrologic Cycle by Selection of LID Technology Application Area -in Oncheon Stream Basin-

LID 기술 적용 지역 선정에 따른 물순환 개선 연구 -온천천 유역을 대상으로-

  • Kim, Jae-Moon (Dept. of Social Environmental Systems Engineering, Pusan National University) ;
  • Baek, Jong-Seok (Korea Institute of Hydrological Survey) ;
  • Shin, Hyun-Suk (Dept. of Social Environmental Systems Engineering, Pusan National University)
  • 김재문 (부산대학교 사회환경시스템공학과) ;
  • 백종석 (한국수자원조사기술원) ;
  • 신현석 (부산대학교 사회환경시스템공학과)
  • Received : 2021.02.01
  • Accepted : 2021.04.02
  • Published : 2021.04.30

Abstract

The frequency by water disaster in urban areas are increasing continuously due to climate change and urbanization. Countermeasures are being conducted to reduce the damage caused by water disasters. An analysis based on permeability, one of the parameters that affect runoff, is needed to predict quantitative runoff in urban watersheds and study runoff reduction. In this study, the SWAT model was simulated for the oncheon stream basin, a representative urban stream in Busan. The permeability map was prepared by calculating the CN values for each hydrologic response unit. Based on the permeability map prepared, EPA SWMM analyzed the effect of LID technology application on the water cycle in the basin for short-term rainfall events. The LID element technology applied to the oncheon stream basin was rooftop greening in the residential complex, and waterproof packaging was installed on the road. The land cover status of the land selected based on the permeability map and the application of LID technology reduced the outflow rate, peak flow rate, and outflow rate and increased the infiltration. Hence, LID technology has a positive effect on the water cycle in an urban basin.

기후변화와 도시화로 인해 도시 내 수재해의 발생 빈도가 지속적으로 증가하고 있다. 이로 인한 수재해 피해를 감소하기 위해, 대처방안에 대한 연구가 수행되고 있다. 도시유역의 정량적인 유출량 예측과 홍수량 저감 연구를 위해 유출량에 영향을 미치는 매개변수 중 하나인 침투성을 기준으로한 분석이 필요하다. 본 연구에서는 부산의 대표적 도시하천인 온천천 유역을 대상으로 SWAT 모형을 모의하여 수문학적반응단위별로 CN 값을 산정하여 침투성 맵을 작성하였다. 작성한 침투성 맵을 바탕으로 EPA SWMM을 이용해 단기 강우사상에 대해 LID 기술 적용이 유역의 물순환에 미치는 영향을 분석하였다. 대상유역에 적용된 LID 요소기술로는 주거단지지에 옥상녹화, 도로에 투수성포장을 설치하였다. 침투성 맵을 기준으로 선정된 소유역의 토지피복 상태와 LID 기술 적용에 따라 유출량, 첨두유량, 유출율은 감소하였고 침투량은 증가한 것으로 나타나 LID 기술이 도시유역의 물순환에 긍정적인 효과를 내는 것으로 확인하였다.

Keywords

References

  1. C. Perez-Pedini, J. Limbrunner, R. Vogel. Optimal Location of Infiltration-Based Best Management Practices for Storm Water Management. Journal of Water Resources Planning and Management 131, no.6: 441-448. 2005. DOI: http://doi.org/10.1061/(ASCE)0733-9496(2005)131:6(441)
  2. B.P. Weissling, H. Xie, K. Murray. Evaluation of NRCS Curve Number and MODIS time-series p roxies for Antecedent Moisture Condition. Civil Engineering and Environmental Systems 0, no.0; 1-17. 2008. DOI: http://doi.org/10.1080/10286600802005356
  3. Y.J. Cho, S.J. Park, I.J. Jeong, S.Y. Kim. A Study on the Computation of Curve Number Using GIS. The Korea Society For Geospatial Information System 11, no.3; 47-53. 2003.
  4. B.G. Jeong. A Study on the Flood Runoff Analysis of River Basin by using Land Cover Characteristic and Detailed Soil Map. Master's Thesis Kyungil University, Daegu, Korea. 2004.
  5. S. Shadeed, M. Lmasri. Application of GIS-based SCS-CN method in West Bank catchments, Palestine. Water Science and Engineering 3, no.1; 1-13. 2010. DOI: http://doi.org/10.3882/j.issn.1674-2370.2010.01.001
  6. J. S. F. Sumarauw, K. Ohgushi. Analysis on Curve Number, Land use, and Land Cover Changes and The Impact to the Peak Flow in the Jobaru River Basin, Japan. International Journal of Civil & Environmental Engineering 12, no.2; 17-23. 2012.
  7. M. Ebrahimian, A. Ainuddin Nuruddin, M. A. B. Mohd Soom, A. M. Sood Application of NRCS-Curve Number Method for Runoff Estimation in a Mountainous Watershed. Caspian Journal of Environmental Sciences 10 no.1; 103-114. 2012.
  8. F. Fan, Y. Deng, X. Hu, Q. Weng. Estimating Composite Curve Number Using an Improved SCS-CN Method with Remotely Sensed Variables in Guangzhou. China, Remote Sens 5 no.3; 1425-1438. 2013. DOI: http://doi.org/10.3390/rs5031425
  9. N.W. Kim, J.W. Lee, J.W. Lee, J.E. Lee. Estimation of Runoff Curve Number for Chungju Dam Watershed Using SWAT. Journal of Korea Water Resource Association 41 no.12; 1231-1244. 2008. DOI: http://doi.org/10.3741/JKWRA.2008.41.12.1231
  10. J.W. Lee, N.W. Kim, J.W. Lee, B.H. Seo. Estimation of Runoff Curve Number for Ungaged Watershed using SWAT Model. Journal of The Korean Society of Agricultural Engineers 51 no.6; 11-16. 2009. DOI: http://doi.org/10.5389/KSAE.2009.51.6.011
  11. M.S. Kang, S.K. Yang, W.Y. Jung, D.S. Kim. Characteristics of Runoff on Southern Area of Jeju Island, Korea. Journal of Environmental Science International 22 no.5; 591-597. 2013. DOI: https://doi.org/10.5322/JESI.2013.22.5.591
  12. C.Y. Bae, C. Park, S.H. Kim, I.K. Choi, D.G. Lee. Analysis of Urban Runoff with LID Application - Focused on Green Roofs and Permeable Paver -. Journal of Korea Planning Association 47 no.6; 39-47. 2012.
  13. J.Y. Park. Analysis of rainfall runoff reduction for LID applied new town development using SWMM. Master's Thesis University of Science&Technology, Daegu, Korea. 2013.
  14. D.S. Shin, J.B. Park, D.G. Kang, D.J. Jo. An Analysis of Runoff Mitigation Effect Using SWMM-LID Model for Frequently Inundated Basin. Journal of Korean Society of Hazard Mitigation 13 no.4; 303-309. 2013. DOI: http://doi.org/10.9798/KOSHAM.2013.13.4.303
  15. Environmental Protection Agency (EPA). Storm Water Management Model (SWMM) Manual. 2009.