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contributor authorEun Jongwan;Tinjum James M.;Benson Craig H.;Edil Tuncer B.
date accessioned2019-02-26T07:56:19Z
date available2019-02-26T07:56:19Z
date issued2018
identifier other%28ASCE%29EE.1943-7870.0001298.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250399
description abstractMethane transport was evaluated using column tests for simulated interim cover profiles composed of soil only or soil over a geomembrane (GM). Tests were conducted with a co-extruded GM of ethylene-vinyl alcohol (EVOH), a linear low-density polyethylene (LLDPE) GM, a polyvinyl chloride (PVC) GM, or a polyethylene (PE) geofilm used in conjunction with one of three soils (clay, silt, or sand). Methane breakthrough from the simulated covers with LLDPE and PVC GMs (6–8 days) was approximately three times more rapid relative to the cover with the EVOH GM (22 days). Breakthrough from the simulated cover with a geofilm (2 days) was ten times more rapid relative to the cover with the EVOH GM. Methane diffusion coefficients for the co-extruded EVOH GM obtained by inversion of the column data were 19–29 times lower than diffusion coefficients for the conventional GMs and the .1-mm PE geofilm. Soil type had minimal influence on methane transport through the interim covers relative to GM type. Predictions made with a numerical model parameterized using diffusion coefficients obtained from the column tests indicate that methane fluxes from interim landfill covers with an EVOH GM are approximately two orders of magnitude lower than methane fluxes from an interim cover with a conventional GM and six orders magnitude of lower than with soil alone.
publisherAmerican Society of Civil Engineers
typeJournal Paper
journal volume144
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001298
page4017106
treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 002
contenttypeFulltext


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