Erosion behavior according to location of conduit cracks in agricultural reservoir |
Ryu, Jung-Hyun
(Department of Agricultural and Rural Engineering, Chungnam National University)
Heo, Joon (Rural Research Institute, Korea Rural Community Corporation) Shim, Jae-Woong (Rural Research Institute, Korea Rural Community Corporation) Kim, Cheol-Han (Hyundai City Corporation) Yun, Bora (Department of Agricultural and Rural Engineering, Chungnam National University) Lee, Yong-Hak (Institute of Agricultural Science, Chungnam National University) Lee, Dal-Won (Department of Agricultural and Rural Engineering, Chungnam National University) |
1 | 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] DOI |
2 | Rotunno AF, Callari C, Froiio F. 2017. Computational modeling of backward erosion piping. Model, Simulation, and Experimental Issues in Structural Mechanics 8:225-234. DOI |
3 | 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] |
4 | 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. DOI |
5 | Van Beek VM, Bezuijen A, Sellmeijer JB, Barends FBJ. 2014. Initiation of backward erosion piping in uniform sands. Geotechnique 64:927-941. DOI |
6 | Foster MA, Fell R, Spannagle M. 2000. The statistics of embankment dam failures and accidents. Canadian Geotechnical Journal 37:1000-1024. DOI |
7 | 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. |
8 | Chahar BR. 2004. Determination of length of a horizontal drain in homogeneous earth dams. Journal of Irrigation and Drainage Engineering 130:530-536. DOI |
9 | Coleman SE, Andrews DP, Webby MG. 2002. Overtopping breaching of non-cohesive homogeneous embankments. Journal of Hydraulic Engineering 128:829-838. DOI |
10 | 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. |
11 | 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. |
12 | 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. DOI |
13 | 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] DOI |
14 | 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] |
15 | 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] DOI |
16 | 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. |
17 | 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] DOI |
![]() |