References
- Cho, J. P., 1998. Applications of AGNPS model with rural watersheds having complex land use characteristics, Master diss., Seoul: Seoul National University (in Korean)
- Huff, F. A., 1967. Time distribution of rainfall in heavy Storm. Water Resources Research 3(4): 1007-1019 https://doi.org/10.1029/WR003i004p01007
- Hydrologic Engineering Center. 2001. HEC-HMS (Version 2.1): Hydrologic Modeling System, User's Manual, U.S. Army Corps of Engineers, Davis, CA
- Kim, S. M., C. H. Sung, and S. W. Park, 2003. Flood runoff analysis for agricultural small watershed using HEC-HMS model and HEC-GeoHMS module. Journal of the Korean Society of Agricultural Engineers 45(6):119-127 (in Korean)
- Koo, J. H., 2001. Integrating Design Support System for Highway Drainage Structures Using Geographic Information System, Ph.D. diss., Seoul: Seoul National University (in Korean)
- Ministry of Construction and Transportation (MOCT), 2000. Report of water resources management method development: Vol. 1 Mapping of Korea probability rainfall intensity (in Korean)
- Seong, C. H., S. M. Kim, and S. W. Park, 2008. A comparative study of unit hydrograph models for flood runoff simulation at a small watershed. Journal of the Korean Society of Agricultural Engineers 50(3):17-27 (in Korean) https://doi.org/10.5389/KSAE.2008.50.3.017
- U.S. SCS, 1972. Hydrology, Section 4, National Engineering Handbook
- Yoon, H. J. 1995. Runoff characteristics and unit hydrographs on small forest watersheds, Ph.D. diss., Seoul: Seoul National University (in Korean)
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- Flood Risk Assessment Based on Bias-Corrected RCP Scenarios with Quantile Mapping at a Si-Gun Level vol.55, pp.4, 2013, https://doi.org/10.5389/KSAE.2013.55.4.073