Discussion of Seepage Calculation for Geomembrane Earthrock Dams

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As a new kind of seepage control material, the geomembrane has been widely used in earthrock dam, yet the seepage calculation of the geomembrane earthrock dam has not been studied on theory. Based on seepage mechanism in geomembrane, this thesis classifies the seepage into two types: one is permeability of geomembrane itself; the other is defect leakage flux in geomembrane. Based on feedback analysis of geomembrane earthrock dam with observation data, the permeability coefficient of geomembrane can be obtain on average, so the problem that the defects in geomembranes are difficult to ascertain is solved. At last, the sources of error in seepage calculation for geomembrane earthrock dams by method of clay equivalency were discussed. Analyzed the count error, and corrected the mathematical model.

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530-534

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. P. Grioud, M. H. Gleason, J. G. Zomberg. Design of geomembrane anchorage against wind action. Geosynthtics International, vol. 6, 1999. pp.167-173.

Google Scholar

[2] K.W. Brown, J. C. Thomas, R. L. Lyhon, P. Jayawickrama and S. C. Bahrt. Quantification of leak rates through holes in landfill liners. USEPA Report CR 810940, Cincinnati, USA, 1987, pp.147-149.

Google Scholar

[3] Giroud, J P, Beech J F. Stability of soil layers on geosynthetic lining systems. Proceedings of Conference Geosynthetics, Industrial Fabrics Association International. California, 1989, pp.35-46.

Google Scholar

[4] Gilbert R B, Long J H, Daly J J. Structural integrity of composite geosynthetic lining and coversystems. Proceedings of Conference Geosynthetics. Canad, 1993, pp.1-401.

Google Scholar

[5] Foose, G.J., Benson, C.H., and Edil, T.B. Predicting Leakage through Composite Landfill Liners., J. Geotech. and Geoenvir. Engrg., ASCE, 127(6), 2001, pp.534-539.

DOI: 10.1061/(asce)1090-0241(2001)127:6(510)

Google Scholar

[6] Koerner, R.M. and Wilkes, J.A. The 2006 ICOLD Bulletin on geomembranes eagling systems for dams., Proc. 27th USSD Conference, United States Society of Dams, March 2007, Philadelphia, PA, pg. 2007, pp.69-78.

Google Scholar

[7] Touze-Foltz, N. and Giroud, J.P. Empirical equations for calculating the rate of liquid flow through composite liners due to large circular defects in the geomembrane., Geosynthetics International, 12(4), 2005. pp.205-207.

DOI: 10.1680/gein.2005.12.4.205

Google Scholar