Acknowledgement
이 연구는 한국연구재단(과제번호: 2019R1I1A3A01058517 및 2019R1C1C1007100) 및 농림축산식품부의 재원으로 농림식품기술기획평가원의 농업기반 및 재해대응 기술개발 사업(320002-01)의 지원을 받아 연구되었음.
References
- Calamak M, Yilmaz M. 2018. A review of the Anita dam incident: Internal erosion caused by a buried conduit and lessons learned. 5th International symposium on dam safety, Istanbul, Turkey.
- Chahar BR. 2004. Determination of length of a horizontal drain in homogeneous earth dams. Journal of Irrigation and Drainage Engineering 130:530-536. https://doi.org/10.1061/(ASCE)0733-9437(2004)130:6(530)
- Coleman SE, Andrews DP, Webby MG. 2002. Overtopping breaching of non-cohesive homogeneous embankments. Journal of Hydraulic Engineering 128:829-838. https://doi.org/10.1061/(asce)0733-9429(2002)128:9(829)
- FEMA (Federal Emergency Management Agency). 2005. Technical manual: Conduits through embankment dams. pp. 1-614. U.S. Department of Homeland Security, Washington, D.C., USA.
- FEMA (Federal Emergency Management Agency). 2015. Evaluation and monitoring of seepage and internal erosion: Interagency Committee on Dam Safety (ICODS). pp. 1-270. U.S. Department of Homeland Security, Washington, D.C., USA.
- 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
- Foster MA, Spannagle M, Fell R. 1998. Report on the analysis of embankment dam incidents. UNICIV Report No. R-374. pp. 1-283. School of Civil and Environmental Engineering, The University of New South Wales, Sydney, Australia.
- 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 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, Heo J, Ryu JH. 2020a. Model experiments for the reinforcement method of agricultural reservoirs by overtopping. Korean Journal of Agricultural Science 47:163-171. [in Korean]
- Lee YH, Lee DW, Ryu JH, Kim CH, Heo J, Shim JW. 2020b. An evaluation of a crushed stone filter and gabion retaining wall for reducing internal erosion of agricultural reservoirs. Korean Journal of Agricultural Science 47:485-496. [in Korean] https://doi.org/10.7744/KJOAS.20200037
- 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
- Noh JJ, Lee DW. 2014. Behavior of failure for embankment and spillway transitional zone of agriculture reservoirs due to overtopping. Journal of Korean Society of Agricultural Engineers 56:71-79. [in Korean] https://doi.org/10.5389/KSAE.2014.56.1.071
- Rotunno AF, Callari C, Froiio F. 2017. Computational modeling of backward erosion piping. Model, Simulation, and Experimental Issues in Structural Mechanics 8:225-234. https://doi.org/10.1007/978-3-319-48884-4_12
- RRI (Rural Research Institute). 2014. Study on deterioration status and repairing and reinforcing method on facility of reservoir (I). pp. 1-225. RRI, Ansan, Korea. [in Korean]
- Sharif YA, Elkholy M, Hanif Chaudhry M, Imran J. 2015. Experimental study on the piping erosion process in earthen embankments. Journal of Hydraulic Engineering 141:04015012. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001019
- Van Beek VM, Bezuijen A, Sellmeijer JB, Barends FBJ. 2014. Initiation of backward erosion piping in uniform sands. Geotechnique 64:927-941. https://doi.org/10.1680/geot.13.P.210