참고문헌
- ASCE/EWRI Task Committee on Dam/Levee Breaching (2011). Earthen embankment breaching. Journal of hydraulic engineering, 137(12): 1549-1564. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000498
- Briaud, J. L. (2008). Case histories in soil and rock erosion: Woodrow Wilson Bridge, Brazos River Meander, ormandy Cliff, and New Orleans levees. J. Geotech. Geoenviron. Eng., 134(10): 1425-1447. https://doi.org/10.1061/(ASCE)1090-0241(2008)134:10(1425)
- Chinnarasri, C., Tingsanchali, T., Weesakul, S. and Wongwises, S. (2003). Flow patterns and damage of dike overtopping. Journal of Sediment Research, 18(4): pp. 301-309.
- Coleman, S. E., Andrews, D. P. and Webby, M. G. (2002). Overtopping breaching of noncohesive homogeneous embankments. Journal of Hydraulic Engineering, 128(9): pp. 829-838. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:9(829)
- Cristofano, E. A. (1965). Method of computing erosion rate for failure of earthfill dams, Denver, CO (U.S. Bureau of Reclamation).
- Froehlich, D. C. (2008). Embankment dam breach parameters and their uncertainties. Journal of Hydraulic Engineering, 134(12): pp.1708-1721. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:12(1708)
- 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, 5(2): pp.41-50.
- Hanson, G. J., Temple, D. M., Hunt, S. L., and Tejral, R. D. (2011). Development and characterization of soil aterial parameters for embankment breach. J. Appl. Eng. Agric., 27(4): 587-595. https://doi.org/10.13031/2013.38205
- Hartung, D.C. and H. Scheuerlein, (1970). Design of Overflow Rockfill Dams. Proceedings of the 10th International Congress of Large Dams 1: 587-598.
- Iksan Regional Construction and Management Administration (2013) Basic Plan of Boseong River, 2013-133, Ministry of Land, Transport and Maritime Affairs, Iksan, p.1257.
- Joo, Y. H., Yeo, C. G. and Lee, S. O. (2013) Retardation Effect on the Breach of the Earth Filled Embankment Using the Stiffener During Overtopping, Journal of the Korean Society of Civil Engineers, 33(4): pp.1377-1387. https://doi.org/10.12652/Ksce.2013.33.4.1377
- Korean Standards Association (2001) Compaction test of soil (KSF 2312-91).
- Khan, D., Ahmad, Z. (2011). Stabilization of angular-shaped riprap under overtopping flows. World Academy of Science, Engineering and Technology, 59: 1153-1157.
- Kim, J. H. (2001). Analysis on embankment failure due to overflow. Korea Environmental Industry and Technology Institute, 12(2): pp.97-107.
- Lee, D. W. and Noh, J. J. (2012). Behavior of failure of agricultural reservoir embankment due to overtopping, Journal of Agricultural Science, 39(3): pp.427-439.
- Lee, S. T. and Lee, J. T. (2001). An experimental study on the collapse phase of a river levees(I) -effect of the geometric characteristics of cross section, 34(2): pp.141-154.
- McDonald, T. and Langridge-Monopolis, J. (1984). "Breaching characteristics of dam failures." Journal of Hydraulics Engineering, 110(5): pp. 567-586. https://doi.org/10.1061/(ASCE)0733-9429(1984)110:5(567)
- Ministry of Agriculture, Food and Rural Affairs (2008) Statistical year book for Agricultural infrastructure maintenance business, Korea Rural Community Corporation, Uiwang, p.990.
- National Disaster Management Research Institute (2002). Damage Area Investigation Report by Typhoon Rusa, 2002-02, Ministry of Government Administration and Home Affairs, Seoul, p.257.
- Rouse, H. (1939) An Analysis of Sediment Transportation in the Light of Fluid Turbulence, SCS-TP-25, US Department of Agriculture, Washington, D. C.
- Thornton, C. I., Abt, S. R., Clopper, C. E., Scholl, B. N., and Cox, A. L. (2012). Rock stability testing in overtopping flow-2012. Hydraulics Laboratory Technical Rep, 1.
- Wan, C. F., and Fell, R. (2004). Investigation of rate of erosion of soils in embankment dams. J. Geotech. Geoenviron. Eng., 130(4): 373-380. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:4(373)
- Von Thun, J. L., Gillette, D. R. (1990). Guidance on breach parameters. US Department of the Interior, Bureau of Reclamation.