References
- Coleman SE, Andrews DP, Grant Webby MG. 2002. Overtopping breaching of noncohesive homogeneous embankments. Journal of Hydraulic Engineering 128:829-838. https://doi.org/10.1061/(asce)0733-9429(2002)128:9(829)
- Foster MA, Fell R, Spannagle M. 2000. The statistics of embankment dam failures and accidents. Canadian Geotechnical Journal 37:1000-1024. https://doi.org/10.1139/t00-030
- Kim JH. 2001. Analysis on embankment failure due to overflow. Korea Environmental Industry and Technology Institute 12:97-107. [in Korean]
- KRC (Korea Rural Community Corporation). 2011. The project of raising embankment of agricultural reservoir. KRC, Naju, Korea. [in Korean]
- Kumar C, Sreeja P. 2012. Evaluation of selected equations for predicting scour at downstream of ski-jump spillway using laboratory and field data. Engineering Geology 129:98-103. https://doi.org/10.1016/j.enggeo.2012.01.014
- Lee DW, Noh JJ. 2012. Behavior of failure of agricultural reservoirs embankment due to overtopping. Korean Journal of Agricultural Science 39:427-439. [in Korean] https://doi.org/10.7744/cnujas.2012.39.3.427
- Lee DW, Noh JJ. 2014. Behavior of failure of agricultural reservoirs embankment reinforced by geotextile under overtopping condition. Journal of Korean Society of Agricultural Engineers 56:59-64. [in Korean]
- Lee YH, Lee DW. 2017. Effective method for remodeling of deteriorated agricultural reservoirs. Journal of Korean Society of Agricultural Engineers 59:43-52. [in Korean] https://doi.org/10.5389/KSAE.2017.59.4.043
- Lee YH, Lee DW. 2018. Seepage characteristics of agricultural reservoir embankment considering filter interval. Journal of Korean Society of Agricultural Engineers 60:1-10. [in Korean]
- Lee YH, Lee TH, Lee DW. 2019. Overtopping model experiments and 3-D seepage characteristics of the embankment of deteriorated homogeneous reservoirs. Journal of Korean Society of Agricultural Engineers 61:13-23. [in Korean] https://doi.org/10.5389/KSAE.2019.61.2.013
- Lee YH, Park JS, Fujisawa K, Murakami A, Lee DW. 2019b. Experimental study on seepage characteristics of reservoir embankment considering interval of horizontal filter. Paddy and Water Environment 17:273-280. https://doi.org/10.1007/s10333-019-00720-7
- Lee YH, Park SY, Tokida KI, Lee DW. 2018. Three-dimensional seepage characteristics of reservoir embankment considering interval of horizontal filter. International Journal of Offshore and Polar Engineering 28:80-86. https://doi.org/10.17736/ijope.2018.cl08
- MAFRA (Ministry of Agriculture, Food and Rural Affairs). 2002. Agricultural infrastructure fill dam design standards. MAFRA, Sejong, Korea. [in Korean].
- Rotunno AF, Callari C, Froiio F. 2017. Computational modeling of backward erosion piping. Models, Simulation, and Experimental Issues in Structural Mechanics 8:225-234. https://doi.org/10.1007/978-3-319-48884-4_12
- Sun Y, Chang H, Miao Z, Zhong D. 2012. Solution method of overtopping risk model for earth dams. Safety Science 50:1906-1912. https://doi.org/10.1016/j.ssci.2012.05.006
- USBR (U. S. Department of the Interior Bureau of Reclamation). 2011. Embankment dams. Report No. DS-13(5)-9. pp. 1-172. USBR, Washington, D.C., USA.
- USBR (U. S. Department of the Interior Bureau of Reclamation). 2014. Embankment dams. Report No. DS-13(19)-1. pp. 1-71. USBR, Washington, D.C., USA.
- USBR (U. S. Department of the Interior Bureau of Reclamation). 2017. Evaluation of numerical models for simulating embankment dam erosion and breach processes. Report No. DSO-2017-02. pp. 1-91. USBR, Washington, D.C., USA.
Cited by
- An evaluation of a crushed stone filter and gabion retaining wall for reducing internal erosion of agricultural reservoirs vol.47, pp.3, 2020, https://doi.org/10.7744/kjoas.20200037
- Erosion behavior according to location of conduit cracks in agricultural reservoir vol.47, pp.4, 2020, https://doi.org/10.7744/kjoas.20200097