Polychlorinated biphenyl diffusion through HDPE geomembrane

Author:

Rowe R. K.1,Jones D. D.2,Rutter A.3

Affiliation:

1. Geotechnical and Geoenvironmental Engineering, GeoEngineering Centre at Queen's – RMC, Queen's University, Kingston, Ontario, Canada,(corresponding author)

2. GeoEngineering Centre at Queen's – RMC, Queen's University, Kingston, Ontario, Canada,

3. School of Environmental Sciences, Queen's University, Kingston, Ontario, Canada,

Abstract

Experiments conducted to evaluate the partitioning coefficient from aqueous solution into and out of high-density polyethylene geomembrane, as well as the diffusion coefficient through the geomembrane are reported. The best estimate partitioning coefficient (Sgf) is about 150 000 with an upper-bound estimate of 325 000. The best estimate diffusion coefficient (Dg) is 1.0 × 10−14 m2/s, with lower and upper bounds of 0.5 × 10−14 and 5 × 10−14, respectively. Using the diffusive properties obtained from the above experiments, the potential impacts on an aquifer of the migration of polychlorinated biphenyls and chloride are compared for a composite liner in a hypothetical municipal solid waste landfill. It is shown that, with good construction quality assurance to limit the number of holes and length of covered wrinkles to acceptably low values, a modern composite liner limited the impact of polychlorinated biphenyls on the aquifer concentration to well below regulatory limits.

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

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