journal article·2022-01-07Open access

Stability Improvement Method for Embankment Dam with Respect to Conduit Cracks

Young-Hak Lee, Jung-Hyun Ryu, Joon Heo, Jae-Woong Shim, Dal-Won Lee

Applied Sciences· Volume 12· Issue 2

Abstract

In recent years, as the number of reservoir embankments constructed has increased, embankment failures due to cracks in aging conduits have also increased. In this study, a crack in a conduit was modeled based on the current conduit design model, and the risk of internal erosion was analyzed using a large-scale model test and three-dimensional deformation–seepage analysis. The results show that when cracks existed in the conduit, soil erosion and cavitation occurred near the crack area, which made the conduit extremely vulnerable to internal erosion. Herein, a model is proposed that can reduce internal erosion by applying a layer of sand and geotextiles on the upper part of the conduit located close to the downstream slope. In the proposed model, only partial erosion occurred inside the conduit, and no cavitation appeared near the crack in the conduit. The results suggest that internal erosion can be suppressed when the water pressure acting intensively on the crack in the conduit is dispersed by the drainage layer. To validate these results, the pore water pressure, seepage line, and hydraulic gradient were investigated to confirm the erosion phenomenon and reinforcement effect.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Dam Engineering and Safety · Hydraulic flow and structures · Hydrology and Sediment Transport Processes

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Institute of Agricultural Science, Chungnam National University, Daejeon 34134, Korea

Department of Agricultural and Rural Engineering, Chungnam National University, Daejeon 34134, Korea

Rural Research Institute, Korea Rural Community Corporation, Ansan 15634, Korea

Funding

Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education · National Research Foundation of Korea (NRF) grant funded by the Ministry of Science, ICT & Future Planning of the South Korean Government · Korea Institute of Planning and Evaluation for Technology in Food, Agriculture and For-estry (IPET) through Agricultural Infrastructure and Disaster Response Technology De-velopment Project, funded by Ministry of Agriculture, Food and Rural Affairs (MAFRA

References (26)

Show source-provided references
1. Embankments and cuttings on the early railways
2. Overtopping breaching of noncohesive homogeneous embankments10.1061/(ASCE)0733-9429(2002)128:9(829) ↗
3. Time for development of erosion and piping in embankment dams10.1061/(ASCE)1090-0241(2003)129:4(307) ↗
4. Internal erosion and rehabilitation of an earth-rock dam
5. Laboratory soil piping and internal erosion experiment: Evaluation of a soil piping model for low-compacted soils10.1002/esp.3508 ↗
6. Behavior of failure on agricultural reservoirs embankment by riprap reinforcement method
7. Overtopping model experiments and 3-D seepage characteristics of the embankment of deteriorated homogeneous reservoirs
8. Cause of leakage along the outlet conduit underneath a low fill dam with special reference to hydraulic fracturing
9. Research on cause of dam failure from viewpoint of hydraulic fracturing—Case study of a dam failure in Vietnam10.21660/2018.41.57454 ↗
10. Effects of culvert shapes on potential risk of hydraulic fracturing adjacent to culverts in embankment dams
11. Investigation of rate of erosion of soils in embankment dams10.1061/(ASCE)1090-0241(2004)130:4(373) ↗
12. Korea Rural Community Corporation (KRC) (2013). Report on the Failure of the Embankment of the Angang Sandae Reservoir, KRC. (In Korean).
13. Ministry of Agriculture, Food and Rural Affairs (MAFRA) (2002). Agricultural Infrastructure Design Standards, MAFRA. (In Korean).
14. Cesare, J.A., and Brauer, D.J. (2021, December 06). Pinery Dam Outlet Conduit Repair, Biennial Geotechnical Symposium 2004. 26 April 2012. Available online: https://doi.org/10.1061/40758(151)13.10.1061/40758(151)13 ↗
15. Federal Energy Regulatory Commission (FERC) (2016). Guidelines for Drilling in and near Embankment Dams and Their Foundations, Version 3.1, FERC. Division of Dam Safety and Inspections.
16. US Army Corps of Engineers (USACE) (2014). Engineering and Design—Drilling in Earth Embankment Dams and Levees, USACE. ER 1110-1-1807.
17. Three-dimensional seepage characteristics of reservoir embankment considering interval of horizontal filter10.17736/ijope.2018.cl08 ↗
18. The statistics of embankment dam failures and accidents10.1139/t00-030 ↗
19. Federal Emergency Management Agency (FEMA) (2005). Technical Manual: Conduits through Embankment Dams: Best Practices for Design, Construction, Problem Identification and Evaluation, Inspection, Maintenance, Renovation, and Repair, FEMA.
20. MIDAS IT (2020, October 20). Midas Geotechnical and Tunnel Analysis System (Midas GTS). Available online: https://www.midasgeotech.com/blog/tag/geotechnical-engineering.
21. Developing joint probability distributions of soil water retention characteristics10.1029/WR024i005p00755 ↗
22. Influence of porosity on piping models of levee failure10.1061/(ASCE)1090-0241(2001)127:12(1071) ↗
23. Determination of critical head in soil piping
24. United States Society on Dams (USSD) (2020, October 20). The Aging of Embankment Dams. Available online: https://www.ussdams.org/wp-content/uploads/2016/05/aging.pdf.
25. Strength reduction of cohesionless soil due to internal erosion induced by one-dimensional upward seepage flow10.1016/j.sandf.2012.07.010 ↗
26. Terzaghi, K., and Peck, R.B. (1967). Soil Mechanics in Engineering Practice, John Wiley and Sons, Inc.. [2nd ed.].