Cristofano, E. A. (1965). Method of computing erosion rate for failure of earthfill dams, Denver, CO(U.S. Bureau of Reclamation).Cristofano, E. A. (1965). Method of computing erosion rate for failure of earthfill dams, Denver, CO(U.S. Bureau of Reclamation).

Coleman, S. E., Andrews, D. P. and Webby, M. G. (2002). “Overtopping breaching of noncohesive homogeneous embank-ments.” Journal of Hydraulic Engineering, Vol. 128, Issue 9, pp. 829-838.10.1061/(ASCE)0733-9429(2002)128:9(829)Coleman, S. E., Andrews, D. P. and Webby, M. G. (2002). “Overtopping breaching of noncohesive homogeneous embank-ments.” Journal of Hydraulic Engineering, Vol. 128, Issue 9, pp. 829-838.

Chinnarasri, C., Tingsanchali, T., Weesakul, S. and Wongwises, S. (2003). “Flow patterns and damage of dike overtopping.” Journal of Sediment Research, Vol. 18, No. 4, pp. 301-309. Chinnarasri, C., Tingsanchali, T., Weesakul, S. and Wongwises, S. (2003). “Flow patterns and damage of dike overtopping.” Journal of Sediment Research, Vol. 18, No. 4, pp. 301-309.

Darrel, T., Sherry, H. and Gregory, H. (2006). “Breach widening observations related to clay core earthen embankment tests.” Proceedings of the Association of State Dam Safety Officials Annual Conference, pp. 608-621.Darrel, T., Sherry, H. and Gregory, H. (2006). “Breach widening observations related to clay core earthen embankment tests.” Proceedings of the Association of State Dam Safety Officials Annual Conference, pp. 608-621.

Federal Energy Regulatory Commission. (FERC). (1987). Engineering guidelines for the evaluation of hydropower projects, FERC 0119-1, Office of Hydropower Licensing, July 1987, p. 9.Federal Energy Regulatory Commission. (FERC). (1987). Engineering guidelines for the evaluation of hydropower projects, FERC 0119-1, Office of Hydropower Licensing, July 1987, p. 9.

Fread, D. L. (1984). DAMBRK: The NWS dam break flood forecasting model, National Weather Service, Office of Hydrology, Maryland.Fread, D. L. (1984). DAMBRK: The NWS dam break flood forecasting model, National Weather Service, Office of Hydrology, Maryland.

Froehlich, D. C. (1995). “Embankment dam breach parameters revisitied.” Proc., 1st Int. Conf. on Water Resources Engineering, ASCE, New York, pp. 887-891. Froehlich, D. C. (1995). “Embankment dam breach parameters revisitied.” Proc., 1st Int. Conf. on Water Resources Engineering, ASCE, New York, pp. 887-891.

Froehlich, D. C. (2008). “Embankment dam breach parameters and their uncertainties.” Journal of Hydraulic Engineering, Vol. 134, Issue 12, pp. 1708-1721. 10.1061/(ASCE)0733-9429(2008)134:12(1708)Froehlich, D. C. (2008). “Embankment dam breach parameters and their uncertainties.” Journal of Hydraulic Engineering, Vol. 134, Issue 12, pp. 1708-1721.

Han, K. Y., Lee, J. T. and Lee. W. H. (1985). “An analysis of outflow hydrograph resulting from an earth Dam-Break.” Journal of Korean Society of Civil Engineers, KSCE, Vol. 5, No. 2, pp. 41-50 (in Korean).Han, K. Y., Lee, J. T. and Lee. W. H. (1985). “An analysis of outflow hydrograph resulting from an earth Dam-Break.” Journal of Korean Society of Civil Engineers, KSCE, Vol. 5, No. 2, pp. 41-50 (in Korean).

Han River Flood Control Office (HRFCO). (2011). Reservoir facility specification in Korea, Water Management Information System(WAMIS), [http://www.wamis.go.kr/WKS/WKS_ARSSAS_ LST.ASPX] (in Korean).Han River Flood Control Office (HRFCO). (2011). Reservoir facility specification in Korea, Water Management Information System(WAMIS), [http://www.wamis.go.kr/WKS/WKS_ARSSAS_ LST.ASPX] (in Korean).

Hahn, W., Hanson, G. J. and Cook, K. R. (2000). “Breach morphology observations of embankment overtopping tests.” Proceedings of the 2000 Joint Conference on Water Resources Engineering and Water Resources Planning and Management, ASCE, July 30–Aug. 2, MN, USA. Hahn, W., Hanson, G. J. and Cook, K. R. (2000). “Breach morphology observations of embankment overtopping tests.” Proceedings of the 2000 Joint Conference on Water Resources Engineering and Water Resources Planning and Management, ASCE, July 30–Aug. 2, MN, USA.

Johnson, F. A. and Illes, P. (1976). A classification of dam failures, International Water Power and Dam Construction, December 1976, pp. 43-45.Johnson, F. A. and Illes, P. (1976). A classification of dam failures, International Water Power and Dam Construction, December 1976, pp. 43-45.

Kim, J. H. (2001). “Analysis on embankment failure due to overflow.” Chung-Ang Journal of Environmental Science, Institute of Environmental Science and Construction Chung-Ang University, Vol. 12, No. 2, pp. 97-107 (in Korean).Kim, J. H. (2001). “Analysis on embankment failure due to overflow.” Chung-Ang Journal of Environmental Science, Institute of Environmental Science and Construction Chung-Ang University, Vol. 12, No. 2, pp. 97-107 (in Korean).

Lee, D. W. and Noh, J. J. (2012). “Behavior of failure of agricultural reservoir embankment due to overtopping.” Journal of Agricultural Science, Vol. 39, No. 3, pp. 427-439 (in Korean).Lee, D. W. and Noh, J. J. (2012). “Behavior of failure of agricultural reservoir embankment due to overtopping.” Journal of Agricultural Science, Vol. 39, No. 3, pp. 427-439 (in Korean).

Lee, S. T. and Lee, J. T. (2001). “An experimental study on the collapse phase of a river levees(I) -effects of the geometric characteristics of cross section.” Journal of Korea Water Resources Association, KWRA, Vol. 34, No. 2, pp. 141-154 (in Korean).Lee, S. T. and Lee, J. T. (2001). “An experimental study on the collapse phase of a river levees(I) -effects of the geometric characteristics of cross section.” Journal of Korea Water Resources Association, KWRA, Vol. 34, No. 2, pp. 141-154 (in Korean).

Morris, M. (2005) Impact final technical report, HR Wallingford, UK.Morris, M. (2005) Impact final technical report, HR Wallingford, UK.

McDonald, T. and  Langridge-Monopolis, J. (1984). “Breaching characteristics of dam failures.” Journal of Hydraulics Engineering, Vol. 110, Issue 5, pp. 567-586.10.1061/(ASCE)0733-9429(1984)110:5(567)McDonald, T. and  Langridge-Monopolis, J. (1984). “Breaching characteristics of dam failures.” Journal of Hydraulics Engineering, Vol. 110, Issue 5, pp. 567-586.

Ministry for Food, Agriculture, Forestry and Fisheries (MIFAFF). (2008). Yearbook of agricultural land and water development statistics, pp. 287-344 (in Korean).Ministry for Food, Agriculture, Forestry and Fisheries (MIFAFF). (2008). Yearbook of agricultural land and water development statistics, pp. 287-344 (in Korean).

National Emergency Management Agency (NEMA). (2009). Development of embankment protection method on overflowing reservoir by waterproof mat, KFI-2008-Mt-00018 (in Korean).National Emergency Management Agency (NEMA). (2009). Development of embankment protection method on overflowing reservoir by waterproof mat, KFI-2008-Mt-00018 (in Korean).

Oh, N. S. and Sonu, J. H. (1989). “A study on the radual reach of earth dam.” Journal of Korea Water Resources Association, KWRA, Vol. 22, No. 2, pp. 213-221 (in Korean).Oh, N. S. and Sonu, J. H. (1989). “A study on the radual reach of earth dam.” Journal of Korea Water Resources Association, KWRA, Vol. 22, No. 2, pp. 213-221 (in Korean).

Rural Research Institute. (2004). Improving the hydraulic and structural safety of reservoir spillways for flood (in Korean).Rural Research Institute. (2004). Improving the hydraulic and structural safety of reservoir spillways for flood (in Korean).

Shim, J. H., Baek, M. H., Park, D. K., Lee, H. J., Park, B. C. and Kim, T. H. (2002). The field survey report of damages caused by the Typhoon RUSA in 2002, NIDP-2002-02, National Institute for Disaster Prevention, Seoul, Korea (in Korean).Shim, J. H., Baek, M. H., Park, D. K., Lee, H. J., Park, B. C. and Kim, T. H. (2002). The field survey report of damages caused by the Typhoon RUSA in 2002, NIDP-2002-02, National Institute for Disaster Prevention, Seoul, Korea (in Korean).

Singh, K. P. and Snorrason, A. (1982). Sensitivity of outflow peaks and flood stages to the selection of dam breach parameters and simulation models, State Water Survey (SWS) Contract Report 288, Illinois Deportment of Energy and Natural Resources, SWS Division, Surface Water at the University of Illinois, p. 179.Singh, K. P. and Snorrason, A. (1982). Sensitivity of outflow peaks and flood stages to the selection of dam breach parameters and simulation models, State Water Survey (SWS) Contract Report 288, Illinois Deportment of Energy and Natural Resources, SWS Division, Surface Water at the University of Illinois, p. 179.

Singh, K. P. and Snorrason, A. (1984). “Sensitivity of outflow peaks and flood stages to the selection of dam breach parameters and simulation models.” Journal of Hydrology, Vol. 68, pp. 295-310.10.1016/0022-1694(84)90217-8Singh, K. P. and Snorrason, A. (1984). “Sensitivity of outflow peaks and flood stages to the selection of dam breach parameters and simulation models.” Journal of Hydrology, Vol. 68, pp. 295-310.

Singh, V. P. and Scarlatos, P. D. (1988). “Analysis of radual Earth-Dam failure.” Journal of Hydraulics Engineering, Vol. 114, Issue 1, pp. 21-42.10.1061/(ASCE)0733-9429(1988)114:1(21)Singh, V. P. and Scarlatos, P. D. (1988). “Analysis of radual Earth-Dam failure.” Journal of Hydraulics Engineering, Vol. 114, Issue 1, pp. 21-42.

SJBNEWS. (2011). [http://www.sjbnews.com/news/articleView. html?idxno=375554] (in Korean).SJBNEWS. (2011). [http://www.sjbnews.com/news/articleView. html?idxno=375554] (in Korean).

Von Thun, J. L. and Gillette, D. R. (1990). “Guidance on breach parameters, unpublished internal document.” U. S. Bureau of Reclamation, Denver, Colorado, March 13, 1990, p. 17.Von Thun, J. L. and Gillette, D. R. (1990). “Guidance on breach parameters, unpublished internal document.” U. S. Bureau of Reclamation, Denver, Colorado, March 13, 1990, p. 17.