참고문헌
- 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
- 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]
- 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
- 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
- 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]
- Credit Valley Conservation (CVC). (2012). Low Impact Development Planning and Design Guide, Credit Valley Conservation.
- Department of Energy and Environment (DOEE). (2013). Stormwater Management Guidebook, Department of Energy and Environment, 99-128.
- Department of Environmental Resources (DER). (2001). The Bioretention Manual, Prince George's County Department of Environmental Resources Programs and Planning Division, Maryland.
- 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
- 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.
- 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]
- Korea Industrial Complex Corporation (KICOX). (2014). Introduction of Korea Industrial Complex, Korea Industrial Complex Corporation. [Korean Literature]
- 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
- Ministry of Environment (MOE). (2014). Installation, Administration Manual of Non-point Sources Pollution Control Facilities, Ministry of Environment, 13. [Korean Literature]
- National Institute of Environmental Research (NIER). (2008). Assessment Methods of Nonpoint Source Loads(III), National Institute of Environmental Research, 2-3. [Korean Literature]
- 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]
- 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
- United States Environmental Protection Agency (U.S.EPA). (1999). Storm Water Technology Fact Sheet: Bioretention, United States Environmental Protection Agency.
- 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.
- Virginia Water Resources Research Center (VWRRC). (2013). Virginia DCR Stormwater Design Specification No.9, Virginia Water Resources Research Center, 47-59.