DOI QR코드

DOI QR Code

Analysis of the Effect of Bio-Retention Cells to Improve Water Cycle and Water Quality in Urban Streams

도시하천의 물순환 및 수질 개선을 위한 생태저류지의 효과분석

  • Kim, Kyungmin (Division of Earth Environmental System Science (Major of Environmental Engineering), Pukyong National University) ;
  • Choi, Jeonghyeon (Division of Earth Environmental System Science (Major of Environmental Engineering), Pukyong National University) ;
  • Kim, Suhyeon (Department of Environmental Engineering, Pukyong National University) ;
  • Kang, Lim-Seok (Department of Environmental Engineering, Pukyong National University) ;
  • Shin, Hyunsuk (Department of Civil and Environmental Engineering, Pusan National University) ;
  • Kim, Sangdan (Department of Environmental Engineering, Pukyong National University)
  • 김경민 (부경대학교 지구환경시스템과학부 (환경공학전공)) ;
  • 최정현 (부경대학교 지구환경시스템과학부 (환경공학전공)) ;
  • 김수현 (부경대학교 환경공학과) ;
  • 강임석 (부경대학교 환경공학과) ;
  • 신현석 (부산대학교 사회환경시스템공학과) ;
  • 김상단 (부경대학교 환경공학과)
  • Received : 2019.07.09
  • Accepted : 2019.08.05
  • Published : 2019.08.30

Abstract

Rapid urbanization poses three major problems in urban streams. The first problem is the reduction of soil wetting from rainfall as the impervious area increases. Decrease in soil wetting causes serious distortion in the water cycle of urban streams. The second problem is the increase of non-point sources pollutants by urban land use, and the third problem is the combined sewer overflows in the old city center. Increased non-point sources pollutants and combined sewer overflows are associated with water cycle distortion, which increases water pollution in urban streams. In this study, EPA SWMM was constructed for the Busan Oncheon-stream watershed in order to suggest solutions for these three problems, and the bio-retention cells installation project was planned by benchmarking the actual projects in New York City. Water cycle improvement and reduction of non-point sources pollutants and combined sewer overflows for each project scenario were analyzed together with required budgets.

급격한 도시화는 도시 하천에 크게 세 가지 문제점을 야기하고 있다. 첫 번째 문제는 불투수지역의 증가에 따른 강우의 토양 침투량 감소이다. 토양 침투량 감소는 도시하천의 물순환에 심각한 왜곡을 일으키게 된다. 두 번째 문제는 도시적 토지이용에 따른 비점오염물질의 증가이며, 세 번째 문제는 구도심에서의 합류식 하수관거 월류수이다. 비점오염물질의 증가 및 합류식 하수관거 월류수는 물순환 왜곡과 맞물려서 도시하천 수질오염을 가중시키게 된다. 본 연구에서는 이러한 세 가지 문제점에 대한 해결방안을 제시하고자 부산 온천천 유역을 대상으로 EPA SWMM을 구성하였으며, 미국 뉴욕시에서 실제로 시행중인 사업을 벤치마킹하여 생태저류지 설치 사업을 계획하였다. 사업 시나리오별로 물순환 개선효과와 비점오염 및 합류식 하수관거 월류수의 저감량이 요구되는 예산과 함께 분석되었다.

Keywords

References

  1. Bae, K., Ahn, J., Choi, Y., Kim, B. and Yi, J. (2019). Analysis of the improved drainage capacity of urban basins at an LID facility. J. of the Korean Society of Hazard Mitigation, 19(1), pp. 311-322. [Korean Literature] https://doi.org/10.9798/KOSHAM.2019.19.1.311
  2. BETEC (Busan Environmental Technology Center). (2007). A Study on the Optimal Management of Combined Sewage Overflows(CSOs) Considering the Characteristics of Precipitation in Busan. ME (Ministrt of Environment) R&D Final Report.
  3. Burt, T., Boardman, J., Foster, I. and Howden, N. (2016). More rain, less soil: long‐term changes in rainfall intensity with climate change. Earth Surface Processes and Landforms, 41(4), pp. 563-566. [DOI : https://doi.org/10.1002/esp.3868]
  4. Charles River Watershed Association (CRWA). (2010). Stormwater Management Plan for Spruce Pond Brook Subwatershed. Memorandum. EPA Region-I.
  5. Choi, J., Lee, O., Kim, Y. and Kim, S. (2018). Improvement of estimation method of load capture ratio for design and evaluation of bio-retention LID facility. J. of Korean Society on Water Environment, 34(6), pp. 569-578. [Korean Literature] https://doi.org/10.15681/KSWE.2018.34.6.569
  6. Davis, A. P., Hunt, W. F., Traver, R. G. and Clar, M. (2009). Bioretention technology: Overview of current practice and future needs. J. of Environmental Engineering, 135(3), pp. 109-117. [DOI : https://ascelibrary.org/doi/full/10.1061/%28ASCE%290733-9372%282009%29135%3A3%28109%29]
  7. Gupta, H. V., Kling, H., Yilmaz, K. K. and Martinez, G. F. (2009). Decomposition of the mean qquared error and NSE performance criteria: implications for improving hydrological modelling. J. of Hydrology, 377(1-2), pp. 80-91. [DOI : https://doi.org/10.1016/j.jhydrol.2009.08.003]
  8. Hewitt, C. N. and Rashed, M. B. (1992). Removal rates of selected pollutants in the runoff waters from a major rural highway. Water Research, 26(3), pp. 311-319. [DOI : https://doi.org/10.1016/0043-1354(92)90028-3]
  9. Jang, J. H., Kim, S. D., Sung, K. J. and Shin, H. S. (2007). Eco-hydrologic assessment of maintenance water supply on Oncheon stream. J. of Environmental Science International, 16(8), pp. 973-983. [Korean Literature] https://doi.org/10.5322/JES.2007.16.8.973
  10. Kang, J. E., Hyun, K. H. and Park, J. B. (2014). Assessment of low impact development (LID) integrated in local comprehensive plans for improving urban water cycle. J. of the Korean Society of Civil Engineers, 34(5), pp. 1625-1638. [Korean Literature] https://doi.org/10.12652/Ksce.2014.34.5.1625
  11. Kharin, V. V., Zwiers, F. W., Zhang, X. and Hegerl, G. C. (2007). Changes in temperature and precipitation extremes in the IPCC ensemble of global coupled model simulations. J. of Climate, 20(8), pp. 1419-1444. [DOI : https://doi.org/10.1175/JCLI4066.1]
  12. Kim, J, and Choi, S. (2017). EPA SWMM-LID modeling for low impact development. J. of the Korean Society of Hazard Mitigation, 17(2), pp. 415-424. [Korean Literature] https://doi.org/10.9798/KOSHAM.2017.17.2.415
  13. Lee, J., Yu, J., Lee, T., Lee, C. and Kim, H. (2018). Reduction and retardation of non-point pollution sources in permeable pavings for low impact development (LID). J. of korea society for environmental technology, 19(3), pp. 284-293. [Korean Literature] https://doi.org/10.26511/JKSET.19.3.11
  14. Loo, Y. Y., Billa, L. and Singh, A. (2015). Effect of climate change on seasonal monsoon in Asia and its impact on the variability of monsoon rainfall in Southeast Asia. Geoscience Frontiers, 6(6), pp. 817-823. [DOI : https://doi.org/10.1016/j.gsf.2014.02.009]
  15. Maniquiz, M. C., Lee, S., Min, K. S., Kim, J. H. and Kim, L. H. (2012). Diffuse pollutant unit loads of various transportation landuses. Desalination and Water Treatment, 38(1-3), pp. 222-229. [DOI : https://doi.org/10.1080/19443994.2012.664367]
  16. National Institute of Environmental Research (NIER). (2014). A Research on Control Targets and Strategies for Impervious Surface Management. R&D Final Report.
  17. National Institute of Environmental Research (NIER). (2019). Technical Guidance of Total Maximum Daily Loads for Water Management, National Institute of Environmental Research. [Korean Literature]
  18. NYC-DEP (New York City Department Environmental Protection). (2017). Green Infrastructure Annual Report.
  19. Perdikaki, K. and Mason, C. F. (1999). Impact of road run-off on receiving streams in eastern England. Water Research, 33(7), pp. 1627-1633. [DOI : https://doi.org/10.1016/S0043-1354(98)00396-0]
  20. PNU(Pusan National University) Stream and Water Resources Laboratory. http://pnuhydro.pusan.ac.kr/.
  21. U.S.EPA (United States Environmental Protection Agency). (2015). Storm Water Management Model User's Manual Version 5.1, United States Environmental Protection Agency.
  22. U.S.EPA (United States Environmental Protection Agency). (2016). Storm Water Management Model Reference Manual Volum III - Water Quality, United States Environmental Protection Agency.