TECHNICAL PAPERS
Mar 27, 2009

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.

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Acknowledgments

The present study was supported by a Discovery grant from the Australian Research Council. Our sincere appreciation is extended to the Council.

References

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Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 135Issue 11November 2009
Pages: 1661 - 1671

History

Received: Aug 10, 2007
Accepted: Mar 25, 2009
Published online: Mar 27, 2009
Published in print: Nov 2009

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Authors

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Hossam M. Abuel-Naga [email protected]
Senior Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Private Bag 92019, Auckland Mail Centre, Auckland 1142, New Zealand (corresponding author). E-mail: [email protected]
Abdelmalek Bouazza [email protected]
Associate Professor, Dept. of Civil Engineering, Building 60, Monash Univ., Melbourne, Victoria 3800, Australia. E-mail: [email protected]

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