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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)
  • Received : 2020.10.23
  • Accepted : 2020.11.30
  • Published : 2020.12.01

Abstract

The conduits of agricultural reservoirs undergo deterioration over a considerable period of time and this is highly likely to cause structural problems such as cracks. It is therefore important to consider the effects of structural defects on the body from the viewpoint of stability and maintenance of the embankment. In this study, basic data on the effects of the crack location on the stability of the embankment is obtained by identifying, comparing, and analyzing the erosion characteristics and pore water pressure behavior through a large-scale model experiment that involves classifying the location of the conduit cracks. From the results of the experiment, it was confirmed that when a crack occurred, the amount of leakage increased as the location of the crack portion was closer to the water level, and the internal erosion phenomenon accelerated, thereby increasing the possibility of piping. It was also found that an upstream conduit crack affects the erosion and water pressure change of the central and downstream conduit of the embankment, and the conduit crack has a very large effect on the pore water pressure despite the low upstream water level. Therefore, the seepage behavior of the embankment for each conduit crack identified in this study is considered to be useful basic data for preparing a repair and reinforcement plan according to the crack location in the future.

Keywords

Acknowledgement

이 연구는 한국연구재단(과제번호: 2019R1I1A3A01058517 및 2019R1C1C1007100) 및 농림축산식품부의 재원으로 농림식품기술기획평가원의 농업기반 및 재해대응 기술개발 사업(320002-01)의 지원을 받아 연구되었음.

References

  1. 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.
  2. 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)
  3. 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)
  4. 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.
  5. 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.
  6. 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
  7. 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.
  8. 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
  9. 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
  10. 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]
  11. 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
  12. 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
  13. 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
  14. 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
  15. 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]
  16. 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
  17. 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