Technical Papers
Jul 25, 2016

Factors Limiting the Progression of Internal Erosion in Zoned Dams: Flow Limiting by an Upstream Material

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 1

Abstract

In zoned dams, some types of materials, when located upstream of a damaged core, may impose high hydraulic losses capable of limiting the flows converging toward the flaw in the core. In this paper, the factors influencing flow limiting by an upstream material are addressed experimentally, using the flow limitation erosion test (FLET). The results of eighteen FLETs, on five coarse, broadly graded soils as upstream material, are presented. The laboratory testing shows that the flow-limiting action is strongly dependent on the grading and the compaction characteristics of the upstream soil. The critical parameters are the fines and the gravel content, the nature of the fines, and the compaction water content. Practical rules for the preliminary estimation of the likelihood of flow limiting by an upstream coarse material being effective in stopping the progression of erosion in zoned dams are suggested, based on the results of the experimental study.

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Acknowledgments

The authors wish to acknowledge the financial support of the sponsors of the research, LNEC (Laboratório Nacional de Engenharia Civil) and the FCT (Fundação para a Ciência e a Tecnologia) (PhD SFRH/BD/ 76006/2011). The experimental work carried out by the laboratory staff at LNEC, Fernando Rodrigues, António Cardoso, Joaquim Remédios, António Gomes, and Henrique Graça, is gratefully acknowledged. Our thanks also go to Raul Póvoa for the construction of the FLET device components.

References

ASTM. (2011). “Standard practice for classification of soils for engineering purposes (unified soil classification system).” ASTM D2487-11, West Conshohocken, PA.
ASTM. (2012). “Standard test methods for laboratory compaction characteristics of soil using standard effort (12400ft-lbf/ft3(600kN-m/m3)).” ASTM D698-12e1, West Conshohocken, PA.
ASTM. (2015). “Standard practice for correction of unit weight and water content for soils containing oversize particles.” ASTM D4718/D4718M-15, West Conshohocken, PA.
Brandon, T., Park, Y., and Duncan, J. (2007). “New apparatus for evaluating filter performance for dams containing cracks.” Geotech. Test. J., 30(1), 1–12.
Correia dos Santos, R., Caldeira, L., and Maranha das Neves, E. (2014). “Laboratory test for evaluating limitation of flows during internal erosion in zoned dams.” Geotech. Test. J., 37(3), 463–476.
Correia dos Santos, R., Caldeira, L., and Maranha das Neves, E. (2015a). “Experimental study on crack filling by upstream fills in dams.” Géotechnique, 65(3), 218–230.
Correia dos Santos, R., Caldeira, L., and Maranha das Neves, E. (2015b). “Laboratory test for evaluating crack filling during internal erosion in zoned dams.” Geotech. Test. J., 38(6), 915–928.
Delgado, F., Huber, N. P., Escuder, I., and Membrillera, M. G. (2006). “Revised criteria for evaluating granular filters in earth and rockfill dams.” Proc., 22nd ICOLD Congress on Large Dams, International Commission on Large Dams, Paris, 445–456.
Fell, R., Foster, M., Cyganiewicz, J., Sills, G., Vroman, N., and Davidson, R. (2008). “A unified method for estimating probabilities of failure of embankment dams by internal erosion and piping.”, Univ. of New South Wales, Sidney, Australia.
Fell, R., Wan, C., Cyganiewicz, J., and Foster, M. (2003). “Time for development of internal erosion and piping in embankment dams.” J. Geotech. Geoenviron. Eng., 307–314.
Foster, M., and Fell, R. (2001). “Assessing embankment dam filters that do not satisfy design criteria.” J. Geotech. Geoenviron. Eng., 398–407.
Foster, M., Fell, R., and Spannagle, M. (2000). “The statistics of embankment dam failures and accidents.” Can Geotech. J., 37(5), 1000–1024.
Gillon, M. D. (2007). “Re-evaluation of internal erosion incidents at Matahina Dam, New Zealand.” Internal erosion of dams and their foundations, R. Fell and J. J. Fry, eds., Taylor & Francis, Leiden, Netherlands, 115–132.
ICOLD (International Commission on Large Dams). (2013). “Internal erosion of dams, dikes and their foundations. Volume 1: Internal erosion processes and engineering assessment.”, Paris.
Redlinger, C., Rudkin, C., Hanneman, D., Engemoen, W., Irey, P., and Howard, T. (2012). “Lessons learned from large-scale filter testing.” Proc., 6th Int. Conf. on Scour and Erosion, Publications Société Hydrotechnique de France, Paris, 225–232.
Sherard, J., and Dunnigan, L. (1989). “Critical filters for impervious soils.” J. Geotech. Eng., 927–947.
Sherard, J., Dunnigan, L., and Talbot, J. (1984). “Filters for silts and clays.” J. Geotech. Eng., 701–718.
Sherard, J. L., and Dunnigan, L. P. (1985). “Filters and leakage control in embankment dams.” Proc., Symp. on Seepage and Leakage from Dams and Impoundments, ASCE, New York, 1–30.
Vaughan, P. R., and Soares, H. F. (1982). “Design of filters for clay cores of dams.” J. Geotech. Eng., 108(1), 17–31.
Wan, C., and Fell, R. (2004). “Investigation of rate of erosion of soils in embankment dams.” J. Geotech. Geoenviron. Eng., 373–380.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 1January 2017

History

Received: Jun 18, 2014
Accepted: May 8, 2016
Published online: Jul 25, 2016
Discussion open until: Dec 25, 2016
Published in print: Jan 1, 2017

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Authors

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Ricardo Neves Correia dos Santos [email protected]
Postdoctoral Researcher, Dept. of Geotechnical, Laboratório Nacional de Engenharia Civil (LNEC), Avenida do Brasil, n° 101, 1700-066 Lisbon, Portugal. E-mail: [email protected]
Laura Maria Mello Saraiva Caldeira [email protected]
Principal Research Officer, Head of the Geotechnical Department, Laboratório Nacional de Engenharia Civil (LNEC), Avenida do Brasil, n° 101, 1700-066, Lisbon, Portugal (corresponding author). E-mail: [email protected]
Emanuel Maranha das Neves [email protected]
Jubilee Full Professor, Instituto Superior Técnico (IST), Univ. of Lisbon (UL), Avenida Rovisco Pais, n° 1, 1049-001 Lisbon, Portugal. E-mail: [email protected]

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