DOI QR코드

DOI QR Code

Rainfall Runoff Reduction Analysis for the Construction and Maintenance Costs of LID Facilities

LID 시설의 시공 및 유지관리 비용에 대한 우수유출 저감효과분석

  • Yeon, Jong Sang (Division of Architecture, Architectural Engineering and Civil Engineering, Sunmoon University) ;
  • Kim, Sangdan (Department of Environmental Engineering, Pukyong National University) ;
  • Choi, Hyun Il (Department of Civil Engineering, Yeungnam University) ;
  • Shin, Hyun Suk (Department of Civil Engineering, Pusan National University) ;
  • Kim, Eung Seok (Division of Architecture, Architectural Engineering and Civil Engineering, Sunmoon University)
  • 연종상 (선문대학교 건축사회환경학부) ;
  • 김상단 (부경대학교 환경공학과) ;
  • 최현일 (영남대학교 건설시스템공학과) ;
  • 신현석 (부산대학교 토목공학과) ;
  • 김응석 (선문대학교 건축사회환경학부)
  • Received : 2015.07.02
  • Accepted : 2015.07.16
  • Published : 2015.08.31

Abstract

This study analyzed the construction and maintenance cost efficiency of Runoff reduction at LID element techniques to analyze the applicability of LID. Using the improved SWMM 5.1 ver analyzed the runoff reduction efficiency of LID element technology. Construction and maintenance costs, the analysis was carried out using the values presented in Washington State University. Permeable pavement is analyzed the highest total runoff reduction efficiency and vegetation swale is analyzed the cheapest construction and maintenance costs. Bio-retention cell is analyzed the highest construction and maintenance cost efficiency of runoff reduction. As a result, Bio-retention cell to be applied in target area can be most effectively reduced runoff.

본 연구에서는 도시유역에서의 LID의 적용성을 분석하기 위하여 LID 요소기술의 시공 및 유지관리 비용 대비 유출저감 효율을 분석하였다. LID 요소기술의 유출저감 효율분석은 새롭게 개선된 SWMM 5.1 ver.을 이용하여 분석을 수행하였으며, 시공 및 유지관리 비용은 Washington State Univ.에서 제시한 값을 이용하여 분석을 수행하였다. 분석결과 총 유출량 저감효율은 투수성포장이 가장 높았으며, 시공 및 유지관리 비용은 식생수로가 가장 저렴한 것으로 분석되었다. 시공 및 유지관리 비용대비 총유출량 저감효율이 가장 높은 LID 요소기술은 생태저류장치로 분석되었다. 결과적으로 대상유역은 생태저류장치를 시공하는 것이 가장 효과적으로 우수유출수를 저감할 수 있다.

Keywords

Acknowledgement

Supported by : 국토교통부

References

  1. A. Palla, C. Berretta, L.G. Lanza and P. La Barbera (2008) Modelling storm water control operated by green roofs at the urban catchment scale, 11th International Conference on Urban Drainage, Edinburgh, Scotland, UK.
  2. Boston Water and Sewer Commission (2013) Stormwater Best Management Practices : Guidance Document
  3. Cho, S.J., Kang, M.J., Kwon, H., Lee, J.W., and Kim, S.D., (2013) Evaluation of the Effectiveness of Low Impact Development Practices in an Urban Area: Non-Point Pollutant Removal Measures using EPA-SWMM, Journal of Korean Society on Water Environment, Vol 29, No. 4, pp. 466-475.
  4. Chris, C., CPSWQ, Kennedy/Jenks Consultans, E.Terri Svetich, P.E. (2007) Virfinia Street Tree Box Filters Demonstration Project, pp. 1-40.
  5. Eugene K. Bosley II (2008) Hydrologic Evaluation of Low Impact Development Using a Continuous, Spatially-Distributed Model.
  6. Joo, J.G., Cho, H.J., Lee, Y.H., and Kim, L.H. (2011) Development of Infiltration Facility by utilizing Tree Box for Urban Storm Water Runoff Reduction, Journal of the Korea Academia-Industrial, Vol. 12, No. 11, pp. 5330-5336. https://doi.org/10.5762/KAIS.2011.12.11.5330
  7. Joo, J.G., Lee, Y.H., Cho, H.J., and Kim, J.H. (2012) Analysis of Long-term Runoff Reduction Effects by Installation of Street Tree Box, Journal of the Korean Society of Hazard Mitigation, Vol. 12, No. 2, pp. 193-197. https://doi.org/10.9798/KOSHAM.2012.12.2.193
  8. Korea Environmental Coperation (Keco) (2009) The Study Report od Zeroing the Feasibility for Non-point Source Pollutant in Urban Areas, Korea Environment Corporatio, pp. 183-261. [Korean Literature].
  9. Lee, J.M., Lee, Y.S., and Choi, J.S. (2014) Analysis of Water Cycle Effect according to Application of LID techniques, Journal of Wetland Research, Vol. 16, No. 3, pp. 411-421. https://doi.org/10.17663/JWR.2014.16.3.411
  10. Lee, S.Y., Yoo, I.K., and Kim, J.W. (2011) A Study on the Structural Design of Permeable Asphalt Pavement, Journal of Korean Society of Road Engineers, Vol. 13, No. 3, pp. 39-49.
  11. Lee, S.Y., Kim, I.T., Moon, S.H., and Kwon, S.A. (2012) Study on the Functional Evaluation of Permeable Asphalt Concrete Pavement in Seoul City, Korean Society of Road Engineers, Vol. 14, No. 3, pp. 33-39.
  12. Lim, Y.K., Jung, J.C., Shin, H.S., and Ha, G.J. (2014) Analyzing the Efficiency of LID Technique for Urban Non-point Source Management, The Korea Society For Environmental Restoration And Revegetation Technology, Vol. 17, no. 2, pp. 1-14.
  13. National Emergency Management (NEMA) (2010) Type of Runoff Reduction Facilities, Structures, Installation and Maintenance Standards
  14. Ministry of Environment (ME) (2008) LID Techniques Utilizing Naturally-Nonpoint Source Management Plan Prepared.
  15. Ministry of Environment (ME) (2011) Guidance Revised Ecological Area Ratio(Draft).
  16. Shin, D.S., Park, J.B., Kang, D.K., and Jo, D.J. (2013) An Analysis of Runoff Mitigation Effect Using SWMM-LID Model for Frequently Inundated Basin, Journal of the Korean Society of Hazard Mitigation, Vol. 13, No. 4, pp. 303-309. https://doi.org/10.9798/KOSHAM.2013.13.4.303
  17. Seoul Metropolitan Government (2010) Stormwater pumping stations operating system improvement project, Seoul, pp. II-1-2.
  18. Unuted States Environmental Protection Agency(USEPA), (2010) Storm Water Management Model User's Manual Version 5.0.
  19. Washington State University, (2012) Low Impact Dvelopment Technical Guidance Manual for Puget Sound, pp. 1-304.