참고문헌
- Balmori, D and Benoit, G (2007). The Land and Natural Development (Land) Code: guidelines for sustainable land development, John Wiley & Sonc Inc. Hoboken. New Jersey. pp.7-42.
- Dunnett, N. and Clayden, A (2007). Rain gardens: Managing water sustainably in the garden and designed landscape, Timber Press, Portland, pp. 41-61.
- Davis, AP, Shokouhian, M, Sharma, H and Minami, C (2001). Laboratory study of bioretention for urban stormwater management, Water Environment Research, 73(1), pp. 5-14. https://doi.org/10.2175/106143001X138624
- Dietz, ME and Clausen, JC (2005). A field evaluation of rain garden flow and pollutant treatment, Water, Air, and Soil Pollution, 167, pp. 123-138. https://doi.org/10.1007/s11270-005-8266-8
- Erickson, A, Gulliver, JS and Weiss, PT (2007). Enhanced sand for storm water phosphrous removal, Journal of Environmental Engineering, 133(5), pp. 485-497. https://doi.org/10.1061/(ASCE)0733-9372(2007)133:5(485)
- Ferguson, BK and Suckling, PW (1990). Changing rainfall-runoff relationships in the urbanizing peach tree creek watershed, J. of the American Water Resources Association, 26(2), pp. 313-322. https://doi.org/10.1111/j.1752-1688.1990.tb01374.x
- Hsieh, CH and Davis, AP (2005). Multiple-event study of bioretention for treatment of urban storm water runoff, Water Science and Technology, 51(3), pp. 77-181.
- Kim, JY, Lee, DK, Sung, SY and Park, C (2014). Sizing rain garden to reduce stormwater runoff in Hyoja drainage basin. J. of Korea Planners Association, 49(5), pp. 321-330. [Korean Literature] https://doi.org/10.17208/jkpa.2014.08.49.5.321
- Kim, LH, Lee, SY and Min, KS (2008). The 21st Sustainable environmental policies for protecting the water quality and quatic ecosystems, J. of wetlands research, 10(2), pp. 53-66. [Korean Literature]
- Kim SM, Lee IS (2007). Environmentally friendly controlling way of storm water by using rain garden. J. of the Korea Society of Environmental Restoration Technology, 10(5), pp. 58-66. [Korean Literature]
- Kim, YR, Kim, JY and Hwang, SH (2004). Application of stormwater detention facilities for lacking capacity of sewers. J. of the Korean society of Water and Wastewater, 18(3), pp. 343-350. [Korean Literature]
- KWRA (2009). River Design Standard, Korea Water Resources Association. [Korean Literature]
- KICT (2004). 21st Century Frontier R&D Program -Sustainable Water Resources Research Program- Technology for Rainwater Storage and Utilization. Korea Institute of Construction Technology. [Korean Literature]
- KSWW (2005). A study on management monitoring and operation for rainwater facility. Korean Society of Water and Wastewater. [Korean Literature]
- Moon, GW, Yoo, JY and Kim, TW (2014). Comparing calculation techniques for effective rainfalls using NRCS-CN method: focused on introducing weighted average and slope-based CN, J. of the Korean Society of Civil Engineers, 34(4), pp. 1171-1180. [Korean Literature] https://doi.org/10.12652/Ksce.2014.34.4.1171
- NIDP (2001). Study on the Storage and Infiltration Facilities for Reducing of Runoff Quantity(IV), National Disaster Management Institute.
- NEMA (2009). Research on Optimization of Urban Flood Mitigation Facilities, National Emergency Management Agency.
- NEMA (2010). Type, Structure, Construction and Maintenance Standards of Stormwater Storage Facilities, National Emergency Management Agency.
- Olson, RE and Daniel, DE (1981). Measurement of the hydraulic conductivity of fine-grained soils, Permeability and groundwater contaminant transport, American Society for Testing and Materials, 746, pp. 18-64.
- Park, C, Yoo, C, Shin, SY and Son, EJ (2013). Determining optimal volume and quantifying runoff reduction effects of on-site Stormwater detention facilities, J. of the Korean Society of Hazard Mitigation, 13(4), pp. 257-266. [Korean Literature] https://doi.org/10.9798/KOSHAM.2013.13.4.257
- Park, CH, Yoo, C and Kim, JH (2005a). Revised AMC for the application of SCS method: 1. review of SCS method and problems in its application, J. of Korea Water Resources Association, 38(11), pp. 955-962. [Korean Literature] https://doi.org/10.3741/JKWRA.2005.38.11.955
- Park, CH, Yoo, C and Kim, JH (2005b). Sensitivity analysis of runoff curve number to the rainfall conditions, J. of the Koran Society of Civil Engineers, 26(6B), pp. 501-508. [Korean Literature]
- Perez-Pedini, C, Limbrunner, JF and Vogel, RM (2005). Optimal location of infiltration-based best management practices for storm water management, J. of water resources planning and management, 131(6), pp. 441-448. https://doi.org/10.1061/(ASCE)0733-9496(2005)131:6(441)
- SDI (1995). Control Measures for Urban Storm Runoff Reduction, Seoul Development Institute. [Korean Literature]
- Song, JW and Im, JH (2007). An experimental study on runoff reducing effect of infiltration-storage system due to rainfall intensity, J. of the Korean Society of Hazard Mitigation, Vol. 7, No. 4, pp. 85-95. [Korean Literature]
- Suh, J and Lee, I (2013). The water circulation improvement of apartment complex by applying LID technologies, J. of the Korean Institute of Landscape Architecture, 41(5), pp. 69. [Korean Literature] https://doi.org/10.9715/KILA.2013.41.2.069
- Wossink, GA and Hunt, WF (2003). The economics of structural stormwater BMPs in North Carolina, North Carolina Water Resource Research Institute, Raleigh.
- Yoo, C, Kim, K, Park, M and Yoon, J (2010). Quantification of flood reduction effect of small stormwater detention facilities by NRCS curve number, J. of the Korean Society of Hazard Mitigation, 10(3), pp. 109-118. [Korean Literature]
- Yoo, C, Park, CH and Kim, JH (2005). Revised AMC for the application of SCS method: 2- revised AMC, J. of Korea Water Resources Association, 38(11), pp. 963-972. [Korean Literature] https://doi.org/10.3741/JKWRA.2005.38.11.963
- Yoon, YN (2007). Hydrology: Fundamental and application, Cheong Moon Gak Publishers. [Korean Literature]
피인용 문헌
- Exploring the Relationship between Prior Knowledge on Rain Gardens and Supports for Adopting Rain Gardens Using a Structural Equation Model vol.10, pp.5, 2018, https://doi.org/10.3390/su10051500