Technical Papers
Oct 6, 2014

Permeation of Volatile Organic Compounds through EVOH Thin Film Membranes and Coextruded LLDPE/EVOH/LLDPE Geomembranes

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 141, Issue 2

Abstract

Coextruded geomembranes with an inner ethylene vinyl alcohol (EVOH) layer are gaining attention as potential improved barriers to volatile organic compounds (VOCs) when used in barrier systems that would traditionally use high-density polyethylene (HDPE) geomembranes. The permeation characteristics of nine common VOCs in aqueous solutions through the EVOH layer are investigated for two thin films: a 0.015-mm-thick, 32 mol% EVOH and a 0.02-mm-thick, 44 mol% EVOH. The VOCs included aromatic hydrocarbons [benzene, toluene, ethylbenzene, and xylenes (BTEX)] and chlorinated hydrocarbons [1,2-dichloroethane (1,2-DCA), dichloromethane (DCM), trichloroethylene (TCE), and tetrachloroethylene (PCE)]. The BTEX permeation coefficients, Pg, range from 1.4×1014to25×1014m2s1 depending on the contaminant and mol% EVOH. When a 0.02-mm-thick, 38 mol% EVOH thin film layer is coextruded with linear low-density polyethylene (LLDPE) to form a 0.53-mm-thick geomembrane, the BTEX permeation values of the EVOH thin film itself are reduced to Pg=0.4×1014to0.7×1014m2s1. The higher permeation coefficients for the thin films as compared with the film contained in the coextruded LLDPE/EVOH/LLDPE geomembrane are attributed to interactions between the water in the aqueous solution and the EVOH layer, an interaction that is prevented by the presence of the LLDPE in the coextruded geomembrane. These Pg values are two to four orders of magnitude lower than values that have been observed for LLDPE and HDPE geomembranes. The effect of temperature on VOC permeation was also studied for the 32 mol% EVOH thin films at 23,30,40,and50±1°C. An Arrhenius relationship was developed that allows the evaluation of the permeation characteristics at temperatures 23–50°C and, by extrapolation, an estimation of the values for temperatures a little higher or lower than the test temperatures.

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Acknowledgments

This study was financially supported by EVAL-Kuraray Americas (Houston, Texas), who provided the EVOH thin films, and Raven Industries Engineered Films Division (Sioux Falls, South Dakota), who provided the coextruded LLDPE/EVOH/LLDPE geomembrane. Their support throughout the project is gratefully acknowledged. The authors are also grateful to key contributors to the study: E. Sandl and D. Jones; Dr. A. Rutter, P. Whitley, and the Analytical Services Unit at Queen’s University, Kingston, Canada, for their expertise in method development, testing, and use of laboratory facilities; and Prof. I. Snape, G. Hince, and the team at the Australian Antarctic Division, Kingston, Australia.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 141Issue 2February 2015

History

Received: Feb 28, 2014
Accepted: Sep 2, 2014
Published online: Oct 6, 2014
Published in print: Feb 1, 2015

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Rebecca S. McWatters [email protected]
Remediation Engineer, Australian Antarctic Division, Kingston, TAS 7050, Australia. E-mail: [email protected]
R. Kerry Rowe, F.ASCE [email protected]
Professor, Canada Research Chair in Geotechnical and Geoenvironmental Engineering and Killam Fellow, GeoEngineering Centre at Queen’s–RMC and Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author). E-mail: [email protected]

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