References
- 장수형, 이지호, 유철상, 한수희, 김상단(2008). 우수유출저감 시설의 최적위치 결정. 수질보전 한국물환경학회지, 24(2), pp. 180-184.
- 전지홍, 최동혁, 김태동(2009) . 지속가능한 도시개발을 위한 LID평가모델(LlDMOD)개발과 수질오염총량제에 대한 적용성평가. 수질보전 한국물환경학회지, 25( 2), pp. 230-238.
- 최치현, 김호성, 김상단(2010). 유황곡선 보전을 위한 저류형 강우유출수 제어설비 설계. 학술발표회 논문집, 한국수자원학회, P-77.
- Behera, P. K., Adams, B. J., and Li, J. Y. (2006). Runoff quality analysis of urban catchments with analytical probabilistic models. Journal of Water Resources Planning and Management, 132, pp. 4-14. https://doi.org/10.1061/(ASCE)0733-9496(2006)132:1(4)
- Bosley, E. K. (2008). Hydrologic evaluation of low impact development using a continuous, spatially-distributed model. MA thesis, Virginia Polytechnic Institute and State Univ., Va.
- Carter, T. and Jackson, C. R. (2007). Vegetated roofs for stormwater management at multiple spatial scales. Landsc. Urban Plann., 80, pp. 84-94. https://doi.org/10.1016/j.landurbplan.2006.06.005
- Corbin. R. A. (1999). Standard Handbook of Environmental Engineering, McGraw-Hill. 2ed.
- Elliott, A. H., Trowsdale, S. A., and Wadhwa, S. (2009). Effect of aggregation of on-site storm-water control devices in an urban catchment model. ASCE Journal of Hydrologic Engineering, 14, pp. 975-983.
- Elliott, S., Ibbitt, R., Woods, R., Spigel, B., and Shankar, U. (2001). Stormwater modelling for biological flows and distributed flow controls. Proc., 2nd South Pacific Stormwater Conf., New Zealand Water and Wastes Association, Auckland, New Zealand, pp. 237-247.
- Jang. S. H., Cho, M., Yoon, J., Yoon. Y., Kim, S., Kim, G., Kim, L., and Aksoy, H. (2007). Using SWMM as a tool for hydrologic impact assessment. Desalination, 212, pp. 344-356. https://doi.org/10.1016/j.desal.2007.05.005
- Kaini, P., Artita, K., and Nicklow, J. W. (2007). Evaluating optimal detention pond locations at a watershed scale. World Environmental and Water Resources Congress 2007, K. C. Kabbes (ed.), ASCE, New York, pp. 1-8.
- Kertesz, R., Heaney, J., and Sansalone, J. (2007). Disaggregated modeling for urban hydrologic controls. World Environmental and Water Resources Congress 2007, K. C. Kabbes (ed.), ASCE. New York, pp. 1-11.
- Maryland Department of the Environment (2000). Maryland stormwater design manual, Vols. 1 and 2. Center for Watershed Protection and the Maryland Dept. of the Environment, Baltimore, Md.
- O'Callaghan, J. F. and Mark. D. M. (1984). The extraction of drainage from digital elevation data. Comput. Vis. Graph. Image Process, 28, pp. 328-344.
- Perez-Pedini, C., Limbrunner, J., and Vogel, R. (2005). Optimal location of infiltration-based best management practices for storm water management. J. Water Resour. Plan. Manage., 131, pp. 441-448. https://doi.org/10.1061/(ASCE)0733-9496(2005)131:6(441)
- Prince George's County (1999). Low-impact development hydrologic analysis. Prince George's County, MD Department of Environmental Resources.
- Segarra-Garcia. R. and Loganathan, V. G. (1992). Storm-water detention storage design under random pollutant loading. J. Water Resour. Plan. Manage., 1185, pp. 475-491.
- Soil Conservation Service (1986). Urban hydrology for small watersheds. Technical Release 55, U.5. Dept. of Agriculture, Washington. D.C.
- Wanielista, M., Kersten, R., and Eag1in, R. (1997). Hydrology Water Quantity and Quality Control. John Wiley & Sons. 2nd ed.
- Warwick, J. J. and Litchfield, J. (1993). Impact of spatial and temporal data limitations on the modeling of runoff quantity and quality. Water management in the '90s: A time for innovation. K. Hon (ed.), ASCE, New York, pp. 862-865.