journal article·2005-03

Methane gas migration through geomembranes

T. D. Stark, H. Choi

Geosynthetics International· Volume 12· Issue 2
Publisher page

Abstract

The objectives of this technical note are to review the gas transport mechanisms through flexible geomembranes, and to measure the methane gas transmission rate, permeance, and permeability coefficient of PVC, LLDPE, and HDPE geomembranes by performing the standard gas transport test ( ASTM D 1434 ). The measured methane gas permeability coefficient through a PVC geomembrane is 7.55×10 4 ml(STP).mil/m 2 .day.atm, which is slightly less than the gas permeability coefficient of 8.61×10 4 ml(STP).mil/m 2 .day.atm through an LLDPE geomembrane, but slightly higher than the gas permeability coefficient of 3.91×10 4 ml(STP).mil/m 2 .day.atm through an HDPE geomembrane. Thus HDPE exhibits a lower gas permeability coefficient than LLDPE. A field design chart for estimating the methane gas transmission rate for different geomembrane thicknesses is proposed using the measured permeability coefficients for PVC, LLDPE, and HDPE geomembranes and Fick's law. This chart can be used by landfill designers to evaluate the methane gas transmission rate for a selected geomembrane type and thickness and expected methane gas pressure in the landfill.
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Research context

OpenAlex topics: Landfill Environmental Impact Studies · Grouting, Rheology, and Soil Mechanics · Geotechnical Engineering and Underground Structures

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

Affiliations

Department of Civil and Environmental Engineering 2217 Newmark Civil Engineering Laboratory, University of Illinois, 205 N. Mathews Ave., Urbana, IL 61801, USA, Telephone: +1 217 333 7394, Telefax: +1 217 333 9464,

Department of Civil Engineering, University of Akron 209D ASEC, Akron, OH 44325-3905, USA, Telephone: +1 330 972 7292, Telefax: +1 330 972 6020,

References (11)

Show source-provided references
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