contributor author | Liang-tong Zhan | |
contributor author | Xing Zeng | |
contributor author | Yuchao Li | |
contributor author | Yunmin Chen | |
date accessioned | 2017-05-08T21:42:41Z | |
date available | 2017-05-08T21:42:41Z | |
date copyright | January 2014 | |
date issued | 2014 | |
identifier other | %28asce%29ee%2E1943-7870%2E0000792.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/60243 | |
description abstract | Geomembrane–bentonite composite barrier is known as one of the most reliable and effective technologies for containing underground contamination. Analytical solution for one-dimensional diffusion of an organic solute in the three-layered composite barrier is presented for the case in which the barrier is keyed in aquitard. Parametric analyses were conducted to investigate the effects of partition coefficient and installation location of high-density polyethylene (HDPE) geomembrane, retardation factor, and thickness of bentonite slurry wall on the barrier performance using this analytical solution. The analysis results demonstrate that the containment performance of the composite barrier depends much on the partition coefficient of HDPE geomembrane over the target pollutant. The HDPE geomembrane exhibits an excellent resistance to the hydrophilic organics, which have a low partition coefficient. However, the hydrophobic organics, which have a high partition coefficient, can diffuse readily through the HDPE geomembrane. It is found that there is a special value of partition coefficient (i.e., | |
publisher | American Society of Civil Engineers | |
title | Analytical Solution for One-Dimensional Diffusion of Organic Pollutants in a Geomembrane–Bentonite Composite Barrier and Parametric Analyses | |
type | Journal Paper | |
journal volume | 140 | |
journal issue | 1 | |
journal title | Journal of Environmental Engineering | |
identifier doi | 10.1061/(ASCE)EE.1943-7870.0000784 | |
tree | Journal of Environmental Engineering:;2014:;Volume ( 140 ):;issue: 001 | |
contenttype | Fulltext | |