Journal of Korean Society on Water Environment (한국물환경학회지)

Korean Society on Water Environment (한국물환경학회)
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Estimation of Stormwater Interception Rate for Bio-retention LID Facility

생태저류지 LID 시설의 강우유출수 처리비 산정

  • Choi, Jeonghyeon (Division of Earth Environmental System Science (Major of Environmental Engineering), Pukyong National University) ;
  • Lee, Okjeong (Division of Earth Environmental System Science (Major of Environmental Engineering), Pukyong National University) ;
  • Kim, Sangdan (Department of Environmental Engineering, Pukyong National University)
  • 최정현 (부경대학교 지구환경시스템과학부 환경공학전공) ;
  • 이옥정 (부경대학교 지구환경시스템과학부 환경공학전공) ;
  • 김상단 (부경대학교 환경공학과)
  • Received : 2017.05.15
  • Accepted : 2017.08.16
  • Published : 2017.09.30
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Abstract

Because of the rapid progress of urbanization in recent decades, the proportion of impervious areas in cities has increased. As a result, hydrological properties of urban streams have changed and non-point pollution sources have increased, that have had considerable influence on human life and ecosystems. To manage these situations, application of non-point pollution reduction facilities and LID facilities are expanding recently. In this study, it is investigated if rainfall interception rate used in design of non-point pollution reduction facilities can be applied to design of LID facilities. For this purpose, EPA SWMM is constructed for part of Noksan National Industrial Complex area wherein long-term observed storm water data can be obtained and storm water interception rates for various design capacities of a bio-retention LID facility reservoirs are estimated. While sensitivity of storm water interception rate according to design specifications of bio-retention facility is not large, sensitivity of storm water interception rate according to regional rainfall characteristics is relatively large. As a result of comparing present rainfall interception rate estimation method with the one proposed in this study, the present method is highly likely to overestimate performance of the bio-retention facility. Finally, a new storm water interception rate formula for bio-retention LID facility is proposed.

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References

  1. Choe, B., Lee, J., Sim, H., Lee, J., Cho, K., and Kim, S. (2015). Bio-Retentions Design Practice for Suspended Solids Management at Industrial Areas, Korean Society of Hazard Mitigation, 15(5), 267-274. [Korean Literature] https://doi.org/10.9798/KOSHAM.2015.15.5.267
  2. Choe, B., Lee, O., Park, Y., Im, T., and Kim, S. (2016). Quantifying Uncertainty in Korean Non-point Sources Pollution Control Facilities Design Practice, Korean Society of Hazard Mitigation, 16(5), 359-367. [Korean Literature]
  3. Choi, C., Cho, S., Park, M. J., and Kim, S. (2012). Overflow Risk Analysis for Designing a Nonpoint Sources Control Detention, Water Environment Research, 84(5), 434-440. https://doi.org/10.2175/106143012X13373550426959
  4. Choi, D., Park, M., Park, B., and Kim, S. (2014a). The Improvement on the Empirical Formula of Stormwater Captured Ratio for Water Quality Volume Based Non-point Pollutants Water Quality Control Basins, Journal of Korean Society on Water Environment, 30(1), 87-94. [Korean Literature] https://doi.org/10.15681/KSWE.2014.30.1.087
  5. Choi, D., Park, M., Park, B., and Kim, S. (2014b). Improvement of the Empirical Formula for Estimating Stormwater Capture Ratio of WQF Treatment BMPs, Korean Society of Hazard Mitigation, 14(2), 337-343. [Korean Literature]
  6. Credit Valley Conservation (CVC). (2012). Low Impact Development Planning and Design Guide, Credit Valley Conservation.
  7. Department of Energy and Environment (DOEE). (2013). Stormwater Management Guidebook, Department of Energy and Environment, 99-128.
  8. Department of Environmental Resources (DER). (2001). The Bioretention Manual, Prince George's County Department of Environmental Resources Programs and Planning Division, Maryland.
  9. Gupta, H. V., Kling, H., Yilmaz, K. K., and Martinez, G. F. (2009). Decomposition of the Mean Squared Error and NSE Performance Criteria: Implications for Improving Hydrological Modelling, Journal of Hydrology, 377(1), 80-91. https://doi.org/10.1016/j.jhydrol.2009.08.003
  10. Kim, S. and Han, S. (2010). Urban Stormwater Capture Curve Using Three-Parameter Mixed Exponential Probability Density Function and NRCS Runoff Curve Number Method, Water Environment Research, 82(1), 43-50.
  11. Korea Environmental Corporation (KECO). (2009). The Study Report of Zeroing the Feasibility for Non-point Source Pollution in Urban Areas, Korea Environmental Corporation, 222-225. [Korean Literature]
  12. Korea Industrial Complex Corporation (KICOX). (2014). Introduction of Korea Industrial Complex, Korea Industrial Complex Corporation. [Korean Literature]
  13. Lee, J., Yoon, J., Shin, H., and Kim, S. (2015). Optimal Volume of Non-point Sources Management Detention Considering Spatio-temporal Variability of Land Surface Moisture Condition, Desalination and Water Treatment, 53(11), 3080-3087. https://doi.org/10.1080/19443994.2014.922310
  14. Ministry of Environment (MOE). (2014). Installation, Administration Manual of Non-point Sources Pollution Control Facilities, Ministry of Environment, 13. [Korean Literature]
  15. National Institute of Environmental Research (NIER). (2008). Assessment Methods of Nonpoint Source Loads(III), National Institute of Environmental Research, 2-3. [Korean Literature]
  16. National Institute of Environmental Research (NIER). (2014). The Total Amount of Water Pollution Management Technical Guidance, National Institute of Environmental Research, 67-68. [Korean Literature]
  17. Palhegyi, G. E. (2010). Modeling and Sizing Bioretention Using Flow Duration Control, Journal of Hydrologic Engineering, 15(6), 417-425. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000205
  18. United States Environmental Protection Agency (U.S.EPA). (1999). Storm Water Technology Fact Sheet: Bioretention, United States Environmental Protection Agency.
  19. United States Environmental Protection Agency (U.S.EPA). (2015). Storm Water Management Model Uuser's Manual Version 5.1, United States Environmental Protection Agency, 245-250.
  20. Virginia Water Resources Research Center (VWRRC). (2013). Virginia DCR Stormwater Design Specification No.9, Virginia Water Resources Research Center, 47-59.