Saheli P T, Rowe R K, Petersen E J, O'Carroll D M
GeoEngineering Centre at Queen's-RMC, Queen's University, Kingston, Ontario, Canada, K7L 3N6.
Professor and Canada Research Chair in Geotechnical and Geoenvironmental Engineering, GeoEngineering Centre at Queen's - RMC, Queen's University, Kingston, Canada, K7L 3N6.
Geosynth Int. 2017 May;24(2):184-197. doi: 10.1680/jgein.16.00025. Epub 2017 Apr 3.
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 5.1×10 m/s. The potential performance of a 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., number of holes and length of wrinkles) a composite liner commonly used in municipal solid waste landfills will effectively contain MWCNTs.
碳纳米管(CNTs)在各个领域的新应用以及随之而来的更大产量增加了其向环境中释放的可能性。垃圾填埋场是预计会处置碳纳米管的主要场所之一,确保它们能够限制碳纳米管的释放非常重要。研究了分散在水性介质中的多壁碳纳米管(MWCNTs)通过高密度聚乙烯(HDPE)土工膜(作为垃圾填埋场防渗系统的一部分)的扩散情况。基于实验室测试,渗透系数估计小于5.1×10⁻¹¹m/s。针对六种不同情况,对HDPE土工膜和土工合成粘土衬垫(GCL)作为复合衬垫的一部分在容纳MWCNTs方面的潜在性能进行了建模。结果表明,HDPE土工膜的低渗透系数值使其成为MWCNTs的有效扩散屏障,并且通过在施工期间将土工膜缺陷降至最低(例如,孔的数量和褶皱的长度),城市固体废弃物填埋场常用的复合衬垫将有效地容纳MWCNTs。