Numerical Characterization of Advective Gas Flow through GM/GCL Composite Liners Having a Circular Defect in the Geomembrane
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 135, Issue 11
Abstract
Numerical experiments were conducted to understand the effect of geometric and transport characteristics of a geomembrane-geosynthetic clay liner (GM/GCL) composite liner on gas leakage rate through a circular defect in the geomembrane (GM). The originality of the approach proposed in this paper rests on the use of a new conceptual two-layered system for modeling of GM/GCL composite liners where the interface zone between the GM and geosynthetic clay liner (GCL) has been merged with the GCL cover geotextile and handled as one layer; the GCL bentonite layer was considered the second layer. The role of the carrier geotextile layer was ignored since it can be considered as a no pressure loss layer. Analysis of numerical simulation results shows the existence of a constitutive leakage flow surface which enables evaluation of the leakage flow state for different geometric and transport properties of GM/GCL composite liners. Furthermore, the determined surface was also exploited to evaluate gas leakage rates under the framework of the Forchheimer’s analytical solution. The gas leakage rate predictions were found to be in good agreement with experimental results obtained at different GCL moisture content.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The present study was supported by a Discovery grant from the Australian Research Council. Our sincere appreciation is extended to the Council.
References
Barroso, M., Touze-Foltz, N., von Maubeuge, K., and Pierson, P. (2006). “Laboratory investigation of flow rate through composite liners consisting of a geomembrane, a GCL and soil liner.” Geotext. Geomembr., 24(3), 139–155.
Benson, C. G., Thorstad, P. A., Jo, Y. Y., and Rock, S. A. (2007). “Hydraulic performance of geosynthetic clay liners in a landfill final cover.” J. Geotech. Geoenviron. Eng., 133(7), 814–827.
Bouazza, A. (2004). “Effect of wetting on gas transmissivity of a non woven geotextile.” Geotext. Geomembr., 22(6), 531–541.
Bouazza, A., Jefferis, S., and Vangpaisal, T. (2007). “Analysis of degree of ion exchange on atterberg limits and swelling of geosynthetic clay liners.” Geotext. Geomembr., 25(3), 170–185.
Bouazza, A., and Rahman, F. (2007). “Oxygen diffusion through partially hydrated geosynthetic clay liners.” Geotechnique, 57(9), 767–772.
Bouazza, A., and Vangpaisal, T. (2003). “An apparatus to measure gas permeability of geosynthetic clay liners.” Geotext. Geomembr., 21(2), 85–101.
Bouazza, A., and Vangpaisal, T. (2004). “Effect of straining on gas advective flow of a needle punched GCL.” Geosynthet. Int., 11(4), 287–295.
Bouazza, A., and Vangpaisal, T. (2006). “Laboratory investigation of gas leakage rate through a GM/GCL composite liner due to a circular defect in the geomembrane.” Geotext. Geomembr., 24(2), 110–115.
Bouazza, A., and Vangpaisal, T. (2007a). “Gas permeability of GCLs: Effect of poor distribution of needle punched fibres.” Geosynthet. Int., 14(4), 248–252.
Bouazza, A., and Vangpaisal, T. (2007b). “Gas transmissivity at the interface of a geomembrane and the geotextile cover of a partially hydrated geosynthetic clay liner.” Geosynthet. Int., 14(5), 316–319.
Bouazza, A., Vangpaisal, T., Abuel-Naga, H. M., and Kodikara, J. (2008). “Analytical modelling of gas leakage rate through a geosynthetic clay liner-geomembrane composite liner due to a circular defect in the geomembrane.” Geotext. Geomembr, 26(2), 122–129.
Bouazza, A., Vangpaisal, T., and Jefferis, S. (2006). “Effect of wet dry cycles and cation exchange on gas permeability of geosynthetic clay liners.” J. Geotech. Geoenviron. Eng., 132(8), 1011–1018.
Bouazza, A., Zornberg, J., and Adam, D. (2002). “Geosynthetics in waste containments: Recent advances.” Proc., 7th Int. Conf. on Geosynthetics, Vol. 2, P. Delmas and J. P. Gourc, eds. A. A. Balkema, 445–507.
Cartaud, F., Goblet, P., and Touze-Foltz, N. (2005b). “Numerical simulation of the flow in the interface of a composite bottom barrier.” Geotext. Geomembr., 23(6), 513–533.
Cartaud, F., Touze-Foltz, N., and Duval, Y. (2005a). “Experimental investigation of the influence of a geotextile beneath the geomembrane in a composite liner on leakage through a hole in the geomembrane.” Geotext. Geomembr., 23(2), 117–143.
Dickinson, S., and Brachman, R. W. I. (2006). “Deformations of a geosynthetic clay liner beneath a geomembrane wrinkle and coarse gravel.” Geotext. Geomembr., 24(5), 285–298.
Didier, G., Bouazza, A., and Cazaux, D. (2000). “Gas permeability of geosynthetic clay liners.” Geotext. Geomembr., 18(2), 235–250.
Foose, G. J., Benson, C. H., and Edil, T. B. (2001). “Predicting leakage through composite landfill liners.” J. Geotech. Geoenviron. Eng., 127(6), 510–520.
Fredlund, D. G., and Xing, A. (1994). “Predicting the permeability function for unsaturated soils using the soil water characteristic curve.” Can. Geotech. J., 31(3), 533–546.
Fredlund, D. G., Xing, A., Fredlund, M. D., and Barbour, S. L. (1995). “The relationship of the unsaturated soil shear strength to the soil-water characteristic curve.” Can. Geotech. J., 32, 440–448.
Giroud, J. P., and Touze-Foltz, N. (2005). “Equations for calculating the rate of liquid flow through geomembrane defects of uniform width and finite or infinite length.” Geosynthet. Int., 12(4), 186–199.
Hurst, P., and Rowe, R. K. (2006). “Average bonding peel strength of geosynthetic clay liners exposed to jet fuel A-1.” Geotext. Geomembr., 24(1), 58–63.
Meer, S. R., and Benson, C. G. (2007). “Hydraulic conductivity of geosynthetic clay liners exhumed from landfill final covers.” J. Geotech. Geoenviron. Eng., 133(5), 550–563.
Nye, C. J., and Fox, P. J. (2007). “Dynamic shear behaviour of a needle punched geosynthetic clay liner.” J. Geotech. Geoenviron. Eng., 133(8), 973–983.
Rowe, R. K. (1998). “Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste.” Proc., 6th Int. Conf. on Geosynthetics, Atlanta, Industrial Fabrics Association International, St. Paul, MN, 27–102.
Rowe, R. K. (2005). “Long term performance of contaminant barrier systems.” Geotechnique, 55(9), 631–678.
Rowe, R. K., and Booker, J. R. (2000). “Theoretical solutions for calculating leakage through composite liner systems.” Proc., Developments in Theoretical Geomechanics, Balkema, Rotterdam, 580–602.
Saidi, F., Touze-Foltz, N., and Goblet, G. (2006). “2D and 3D numerical modelling through composite liners involving partially saturated GCLs.” Geosynthet. Int., 13(6), 265–276.
Saidi, F., Touze-Foltz, N., and Goblet, G. (2008). “Numerical modelling of advective flow through composite liners in case of two interacting adjacent square defects in the geomembrane.” Geotext. Geomembr., 26, 196–204.
Southen, J. M., and Rowe, R. K. (2007). “Evaluation of the water retention curve for geosynthetic clay liners.” Geotext. Geomembr., 25(1), 2–9.
Touze-Foltz, N., and Barroso, M. (2006). “Empirical equations for calculating the rate of liquid flow through GCL-geomembrane composite liners.” Geosynthet. Int., 13(2), 73–82.
Touze-Foltz, N., Duquennoi, C., and Gaget, E. (2006). “Hydraulic and mechanical behaviour of GCLs in contact with leachate as part of a composite liner.” Geotext. Geomembr., 24(3), 188–197.
Touze-Foltz, N., and Giroud, J. P. (2003). “Empirical equations for calculating the rate of liquid flow through composite liners due geomembrane defects.” Geosynthet. Int., 10(6), 215–233.
Touze-Foltz, N., and Giroud, J. P. (2005). “Empirical equations for calculating the rate of liquid flow through composite liners due to large circular defects in the geomembrane.” Geosynthet. Int., 12(1), 205–207.
Touze-Foltz, N., Rowe, R. K., and Duquennoi, C. (1999). “Liquid flow through composite liners due to geomembrane defects: analytical solutions for axi-symmetric and two-dimensional problems.” Geosynthet. Int., 6(6), 455–479.
Vangpaisal, T., and Bouazza, A. (2004). “Gas permeability of partially hydrated geosynthetic clay liners.” J. Geotech. Geoenviron. Eng., 130(1), 93–102.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Received: Aug 10, 2007
Accepted: Mar 25, 2009
Published online: Mar 27, 2009
Published in print: Nov 2009
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.