References
- Chae, B.-S., Lee, J.-Y., Ahn, J.-H., and Kim, T.-W. (2017). "Estimating design floods in ungauged watersheds through regressive adjustment of flood quantiles from the design rainfall-runoff analysis method." Journal of Korea Water Resources Association, Vol. 50, No. 9, pp. 627-635. https://doi.org/10.3741/JKWRA.2017.50.9.627
- Choi, C., Yu, Y. S., and Yi, J. (2012). "Fuzzy optimal reservoir operation considering abnormal flood." Journal of the Korean Society of Civil Engineers, Vol. 32, No. 4B, pp. 221-232. https://doi.org/10.12652/Ksce.2012.32.4B.221
- Daegu (2012). Gisegokcheon mater plan. Daegu, Korea.
- Gwon, O. I., and Sim, M. P. (1998). "Reservoir operation at flood time by Transformed Reservoir Flood (TRF) Reservoir Operation Method (ROM)." Journal of Korea Water Resources Association, Vol. 31, No. 1, pp. 105-113.
- Gyeongsangbuk-do (2010). Simgokcheon mater plan. Gyeongsangbuk-do, Korea.
- Gyeongsangbuk-do (2012). Namcheon mater plan. Gyeongsangbuk-do, Korea.
- Hwang, M. H. (1997). "A study on the pre-release effects of the reservoir operation during the flood seasons." Journal of the Korean Society of Civil Engineers, Vol. 17, No. 5, pp. 453-460.
- Jang, S. H., Yoon, J. Y., Kim, S., and Yoon, Y. N. (2007). "An establishment of operation and management system for flood control and conservation in reservoir with gate: II. Establishment of efficient reservoir management and operation system." Journal of the Korean Society of Civil Engineers, Vol. 27, No. 2B, pp. 141-150.
- Lee, H.-G., and Lee, S.-H. (1998). "Optimal reservoir operation for flood control using a hybrid approach (Case study: Chungju multipurpose reservoir in Korea)." Journal of Korea Water Resources Association, Vol. 31, No. 6, pp. 727-739.
- Lee, J. E. (2003). Comparative study of frequency analysis and rainfall-runoff analysis for estimating flood quantiles. Master Dissertation, Yonsei University, p. 67.
- McKerchar, A. I., and Macky, G. H. (2001). "Comparison of a regional method for estimating design floods with two rainfall-based methods." Journal of Hydrology, Vol. 40, No. 2, pp. 129-138.
- MLTMA (2011). Improvement and supplement of probability rainfall. Ministry of Land, Transport and Maritime Affairs, Korea.
- MLTMA (2012). Method for design flood estimation. Ministry of Land, Transport and Maritime Affairs, Korea.
- Mockus, V. (1949). "Estimation of total (and peak rates of) surface runoff for individual storms." Interim Survey Report Grand (Neosho) River Watershed, Exhibit A in Appendix B, USDA, Washington DC.
- Moon, G.-W., Yoo, J. Y., Ahn, J.-H., and Kim, T.-W. (2014a). "Comparative analysis of estimation methods for basin averaged effective rainfall using NRCS-CN method." Journal of the Korean Society of Civil Engineers, Vol. 34, No. 2, pp. 493-503. https://doi.org/10.12652/Ksce.2014.34.2.0493
- Moon, G.-W., Yoo, J. Y., and Kim, T.-W. (2014b). "Comparing calculation techniques for effective rainfalls using NRCS-CN method: focused on introducing weighted average and slope- based CN." Journal of the Korean Society of Civil Engineers, Vol. 34 No. 4, pp. 1171-1180. https://doi.org/10.12652/Ksce.2014.34.4.1171
- Park, C. H., Yoo, C., and Kim, J. H. (2005). "Revised AMC for the application of SCS method: 1. Review of SCS method and problems in its application." Journal of Korea Water Resources Association, vol. 38 No. 11, pp. 955-962. https://doi.org/10.3741/JKWRA.2005.38.11.955
- USDA (2004). Part 630 hydrology national engineering handbook, Chapter 10: estimation of direct runoff from storm rainfall. United States Department of Agriculture.
- Yoo, C., Park, C. H., and Kim, J. H. (2005). "Revised AMC for the application of SCS method: 2. revised AMC." Journal of Korea Water Resources Association, Vol. 38, No. 11, pp. 963-972. https://doi.org/10.3741/JKWRA.2005.38.11.963
- Yoon, T. H. (1991). "Validity of runoff curve number method for estimating of effective rainfall." Journal of Korea Water Resources Association, Vol. 24, No. 2, pp. 97-108.