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Study on Analysis of the Proper Ratio and the Effects of Low Impact Development Application to Sewage Treatment District

하수처리구역 내 LID 적용에 대한 적정비율 및 효과분석 연구

  • 신현석 (부산대학교 공과대학 사회환경시스템공학부) ;
  • 김미은 (부산대학교 공과대학 사회환경시스템공학부) ;
  • 김재문 (부산대학교 공과대학 사회환경시스템공학부) ;
  • 장종경 (이메트릭스(주))
  • Received : 2013.08.26
  • Accepted : 2013.11.02
  • Published : 2013.12.31

Abstract

Increase of impervious area caused by overdevelopment has led to increase of runoff and then the problem of flooding and NPS were brought up. In addition, as decrease of base flow made groundwater level to decline, a stream that dries up is issued. low impact development (LID) method which is possible to mimic hydrological water cycle, minimize the effect of development, and improve water cycle structure is proposed as an alternative. As introduction of LID in domestic increases, the study on small watershed is in process mainly. Also, analysis of property of hydrological runoff and load on midsize watershed, like sewage treatment district, is required, the study on it is still insufficient. So, area applying LID practices from watershed of Dongrae stream is pinpointed and made the ratio and then expand it to watershed of Oncheon stream. Among low impact development practices, Green Roof, Porous Pavement, and Bio- retention are selected for the application considering domestic situations and simulated with SWMM-LID model of each watershed and improvement of water cycle and reduction of non-point pollution loads was analysed. Improvement of water cycle and reduction of non-point pollution loads were analyzed including the property of rainfall and soil over long term simulation. The model was executed according to scenario based on combination of LID as changing conductivity in accordance with soil type of the watershed. Also, this study evaluated area of LID application that meets the efficiency of conventional management as a criteria for area of LID practices applying to sewer treatment district by comparing the efficiency of LID application with that of conventional method.

지나친 도시개발은 불투수면적의 증가로 인한 유출 증가를 야기하며 이는 홍수 및 비점오염에 대한 문제 및 기저유출감소로 인한 지하수위 감소에 따라 하천을 건천화시키는 문제를 발생시킨다. 이러한 문제를 해결하기 위한 방안으로 저영향개발(LID, Low Impact Development) 기법이 제시되고 있다. 즉, LID 기법을 적용함으로써 개발 이전의 수문순환 상태를 모사하여 개발로 인한 영향을 최소화하고 물 순환구조를 개선하고자하는 연구가 진행되고 있다. 국내에서도 LID 개념의 도입이 지속적으로 증가함에 따라 소규모 배수 분구를 중심으로 연구가 진행되고 있다. 또한, 중규모 이상의 유역에 LID 기법을 적용 시 유역 내 수문학적 유출 특성과 오염 발생 특성 변화에 대한 분석 방안이 요구되지만 하수처리분구 단위의 수문학적 영향을 분석 할 수 있는 연구는 미흡한 실정이다. 본 연구에서는 하수처리 구역 내 LID 기법의 적용에 따른 물순환 개선효과와 비점오염 저감효과 분석 및 기존 관리기법과의 비교를 통해 유역관리 측면에서의 적정 LID 설치면적 추정 방안을 검토하였다. LID 적용효과 분석을 위하여 소규모 배수 분구인 부산시 동래천 유역과 하수처리구역인 온천천 유역을 대상유역으로 선정하였으며 동래천 유역을 대상으로 LID 요소기술의 적용가능 면적을 추출하고 비율로 환산한 후 온천천 유역으로 확대 적용하였다. LID 요소기술 중 우리나라의 토지이용 밀집도를 고려하여 적용이 용이한 Green Roof와 Porous Pavement 및 도로에 설치되는 Street Planter를 선정하였으며 유역별로 구축된 LID 기법 기반의 SWMM 모형을 이용하여 토양특성과 강우특성을 고려한 물순환 기능 개선효과 및 비점오염량 저감효과를 분석하였다. 또한 온천천 유역을 대상으로 기존 비점오염 관리방안인 오염원 및 방류량에 따른 처리효율과 LID 적용 시의 처리효율을 비교하였으며 비교자료를 토대로 유역관리와 비용적인 측면을 고려한 적정 LID 설치비율로서 기존 비점오염 관리방안의 처리효율을 만족하는 LID 설치비율을 선정하고 이에 대한 적용 가능성을 검토하였다.

Keywords

References

  1. Palla, A., Berretta, C., Lanza, L.G., and Barbera, P. (2008). Modelling storm water control operated by green roofs at the urban catchment scale, 11th International Conference on Urban Drainage, Edinburgh, Scotland, UK.
  2. Bedan, E.S. and Clausen, J.C. (2009). Stormwater Runoff Quality and Quantity From Traditional and Low Impact Development Watersheds. Journal of the American Water Resources Association (JAWRA), Vol. 45, No. 4, pp. 998-1008. https://doi.org/10.1111/j.1752-1688.2009.00342.x
  3. Montalto, F., Behr, C., Alfredo, K., Wolf, M., Arye, M., and Walsh, M. (2007). Rapid assessment of the costeffectiveness of low impact development for CSO control. 0169-2046/$-see front matter (c) 2007 Elsevier B.V. All rights reserved. doi:10.1016/j.landurbplan.2007.02.004
  4. Rossen, M.R., Ballestero, P.T., Houle, J.J., Briggs, F.J., and Houle, M.K.(2012). "Water Quality and Hydrologic Performance of a Porous Asphalt Pavement as a storm-Water Treatment Strategy in a Cold Climate." Journal of Environmental Engineering (c) ASCE DOI:10.1061/ (ASCE) EE.1943-7870.0000459.
  5. Choi, J.S., Hyun, K.H., Lee, J.M., Kang, M.S., Jung, S.K. (2012). "Issues and Improvements in Extended Application of LID technologies." Proceedings of the Korea Water Resources Association Conference, pp. 242-246.
  6. Eugene K. Bosley II (2008), Hydrologic Evaluation of Low Impact Development Using a Continuous, Spatially-Distributed Model
  7. James, R. (2012). Modelling LIDs using PCSWMM and EPA SWMM5
  8. Jeon, J.H., Choi, D.H., and Kim, T.D. (2009). "Research Paper: LIDMOD Development for Evaluating Low Impact Development and Its Applicability to Total Maximum Daily Loads." Journal of Korean Society on Water Environment, Vol. 25, No. 1, pp. 58-68.
  9. Kim, S.G., Kang, J.H., Park, S.H., Ko, K.Y., and Ha, D.W. (2011). Evaluating the Effect of Low Impact Development on Yeongsan River Stream. Proceedings of the Korea Water Resources Association Conference, pp. 457-457.
  10. Kwon, J.H., Park, I.H., and Ha, S.R. (2010). " The Analysis of Runoff Characteristics by Alterations of SCS-CN Value using LID Method." Journal of Korean Society of Environmental Impact Assessment, Vol. 19, No. 1, pp. 49-57.
  11. Lee, J.H., Cho, S.J., Kim, J.K., Seo, S.C., and Kim, S.D. (2012). "Development of a Simple Distributed Hydrologic Model for Determining Optimal Installation Location and Quantifying Efficiency of LID Devices for Reducing Non-point Sources." Journal of Korean Society of Hazard Mitigation, Vol. 12, No. 4, pp. 215-223. https://doi.org/10.9798/KOSHAM.2012.12.4.215
  12. Park, D.S. (2011). A Study on the Reduction Effect of Stormwater Runoff and Contaminated Load by LID concept. Master' thesis, Hoseo University.
  13. Park, J.H., Yoo, Y.G., Park, Y.K., Yoon, H.T., Kim, J.G., Park, Y.S., Jeon, J.H., and Lim, K.J. (2008). "Analysis of Runoff Reduction with LID Adoption using the SWMM." Journal of Korean Society onWater Quality, Vol. 24, No. 6, pp. 806-816.
  14. Philadelphia Low Impact Development Symposium Workshop : Greening the Urban Environment (2011)
  15. Shamsi, S. (2011). CSO reduction using green infrastructure, 13th annual 3 river wet weather sewer conference
  16. Song, C.J. (2011). Vulnerability Analysis of Urban Drainage System Under Climate Change and Applicability of LID-A Case Study for Gulpo Stream Basin-.Master' thesis, Inha University.
  17. Storm Water Management Model (SWMM) Analysis Report Metro West, Fairfax County, Virginia October 1, 2005
  18. STORM WATER MANAGEMENT MODEL USER'S MANUAL Version 5.0
  19. The Philadelphia Water Department (2011). Amended Green city, Clean waters-The city of Philadelphia's program for combined sewer overflow control program summary, PWD.

Cited by

  1. Modeling the Runoff Reduction Effect of Low Impact Development Installations in an Industrial Area, South Korea vol.10, pp.8, 2018, https://doi.org/10.3390/w10080967