1. Boston Water and Sewer Commission (BWSC) (2013)
Stormwater best management practices:Guidance document.
2. Cho, S.J, Kang, M.J, Kwon, H, Lee, J.W, and Kim, S (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.
3. Conway, C, and Svetich, T (2007)
Virginia street tree box filters demonstration project, pp. 1-40..
4. Bosley II, E.K (2008). Hydrologic evaluation of low impact development using a continuous, spatially-distributed model. Master's thesis: Virginia Polytechnic Institute and State University.
5. Kim, B.S, Kim, B.K, and Kim, H.S (2009) Parameter sensitivity analysis of Vflo™ model in Jungnang basin.
Journal of the Korean Society of Civil Engineers, Vol. 29, No. 6B, pp. 503-512.
6. Kim, J.H, Choi, S.W, and Joo, J.G (2017) EPA SWMM-LID modeling for low impact development.
J. Korean Soc. Hazard Mitig, Vol. 17, No. 2, pp. 415-424.
7. Lee, J.H, Song, Y.H, and Jo, D.J (2013) Determination of optimal locations of urban subsurface storage considering SWMM parameter sensitivity.
J. Korean Soc. Hazard Mitig, Vol. 13, No. 4, pp. 295-301.
8. 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.
9. Lee, S.H, Yoo, I.K, and Kim, J.W (2011) A study on the structural design of permeable asphalt pavement.
Journal of the Korean Society of Road Engineers, Vol. 13, No. 3, pp. 39-49.
10. 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.
Journal of the Korea Society of Environmental Restoration Technology, Vol. 17, No. 2, pp. 1-14.
11. Ministry of Environment (ME) (2011)
Guidance revised ecological area ratio (Draft).
12. National Emergency Management Agency (NEMA) (2010)
Type of runoff reduction facilities, structures, installation and maintenance standards.
13. Palla, A, Berretta, C, Lanza, L.G, and La Barbera, P (2008).
Modelling storm water control operated by green roofs at the urban catchment scale. 11th International Conference on Urban Drainage, Edinburgh, Scotland, UK.
14. Park, G.R (2013).
Sensitive analysis of parameters for urban sewer network using SWMM simulation model. Master's thesis: Daejin University.
15. 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.
J. Korean Soc. Hazard Mitig, Vol. 13, No. 4, pp. 303-309.
16. United States Environmental Protection Agency (U.S. EPA) (2010)
Storm water management model user's manual Version 5.0.
17. Wei, S.B (2012) A study on the sensitivity analysis of SWMM model for urban flood forecasting.
Master's thesis, Chonnam University.
18. Yeon, J.S, Kim, S, Choi, H.I, Shin, H.S, and Kim, E.S (2015) Rainfall runoff reduction analysis for the construction and maintenance costs of LID facilities.
J. Korean Soc. Hazard Mitig, Vol. 15, No. 4, pp. 281-287.