Diffusion of multiwall carbon nanotubes through a high-density polyethylene geomembrane

被引:18
|
作者
Saheli, P. T. [1 ]
Rowe, R. K. [2 ]
Petersen, E. J. [3 ]
O'Carroll, D. M. [4 ]
机构
[1] Queens Univ, Queens RMC, GeoEngn Ctr, Kingston, ON K7L 3N6, Canada
[2] Queens Univ, Queens RMC, GeoEngn Ctr, Geotech & Geoenvironm Engn, Kingston, ON K7L 3N6, Canada
[3] NIST, Mat Measurement Lab, Gaithersburg, MD 20899 USA
[4] Univ Western Ontario, Dept Civil & Environm Engn, London, ON, Canada
基金
加拿大创新基金会; 加拿大自然科学与工程研究理事会;
关键词
Geosynthetics; GMB; Landfill; Municipal solid waste; Permeation coefficient; SATURATED POROUS-MEDIA; ORGANIC-COMPOUNDS; ENGINEERED NANOMATERIALS; SOLUTION CHEMISTRY; GRAIN-SIZE; TRANSPORT; IMPACT; BIOACCUMULATION; DEPOSITION; TOXICITY;
D O I
10.1680/jgein.16.00025
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The new applications for carbon nanotubes (CNTs) in various fields and consequently their greater production volume have increased their potential release to the environment. Landfills are one of the major locations where carbon nanotubes are expected to be disposed, and it is important to ensure that they can limit the release of CNTs. Diffusion of multiwall carbon nanotubes (MWCNTs) dispersed in an aqueous media through a high-density polyethylene (HDPE) geomembrane (as a part of the landfill barrier system) was examined. Based on the laboratory tests, the permeation coefficient was estimated to be less than 5.1x 10(-1)5 m(2)/s. The potential performance of an HDPE geomembrane and geosynthetic clay liner (GCL) as parts of a composite liner in containing MWCNTs was modelled for six different scenarios. The results suggest that the low value of permeation coefficient of an HDPE geomembrane makes it an effective diffusive barrier for MWCNTs, and by keeping the geomembrane defects to minimum during the construction (e.g., the number of holes and length of wrinkles) a composite liner commonly used in municipal solid waste landfills will effectively contain MWCNTs.
引用
收藏
页码:184 / 197
页数:14
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