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Contaminant transport through geosynthetic clay liners and a composite liner system.

机译:通过土工合成粘土衬里和复合衬里系统的污染物运输。

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摘要

For five different Geosynthetic Clay Liners (GCLs) examined, results show that at relatively low stresses, the type of GCL manufacturing process may affect the final bulk void ratio of a GCL (eB) produced after hydration. Previous research has shown that the hydraulic conductivity is related to eB, and it was postulated that diffusion coefficients may also be related to eB.; Apparatus and procedure for performing tests to obtain inorganic diffusion coefficients for GCLs are described and the processes that can affect the interpretation of these tests are discussed. The diffusion coefficients deduced from GCL diffusion tests performed with 0.05 M to 0.08 M NaCl solutions decrease linearly with decreasing final bulk GCL void ratio. However, when the NaCl concentration is increased significantly, the diffusion coefficient deduced is also shown to increase. As the NaCl concentration increases above 0.6 M, a constant stress applied to the sample is shown to mitigate increases in diffusion coefficients compared to the case of the sample being tested at a constant void ratio.; Aromatic and chlorinated organic compound sorption of the bentonite component of the GCL and various bentonites additives is examined. GCL diffusion tests are also performed to quantify the diffusion and sorption of these compounds through a bentonite GCL. The use of various bentonite additives is shown to improve the sorption of the bentonite in GCLs.; A field study is presented which examines the performance of a geomembrane (GM)/compacted clay (CCL) composite liner for a landfill leachate lagoon decommissioned 14 years after construction. Approximately 600 defects present on the GM were apparently sufficient to cause leachate to migrate between the GM and CCL. Pore-water profiles through the CCL for chloride, sodium, and potassium combined with advective-diffusive contaminant transport modelling suggest that the GM component of the composite liner did not perform well as a barrier.
机译:对于五个不同的土工合成粘土衬里(GCL),结果表明,在相对较低的应力下,GCL制造过程的类型可能会影响水合后产生的GCL(e B )的最终体积比。先前的研究表明,水力传导率与e B 有关,并且假定扩散系数也可能与e B 有关。描述了进行测试以获得GCL无机扩散系数的设备和程序,并讨论了可能影响这些测试解释的过程。由0.05M至0.08M NaCl溶液进行的GCL扩散测试得出的扩散系数随着最终的整体GCL空隙率降低而线性降低。然而,当NaCl浓度显着增加时,推导的扩散系数也显示出增加。当NaCl的浓度增加到0.6 M以上时,与以恒定空隙比进行测试的样品相比,施加在样品上的恒定应力可减轻扩散系数的增加。研究了GCL的膨润土组分和各种膨润土添加剂对芳烃和氯化有机化合物的吸附。还进行了GCL扩散测试,以量化这些化合物通过膨润土GCL的扩散和吸附。已表明使用各种膨润土添加剂可改善膨润土在GCL中的吸附。提出了一项现场研究,该工程研究了土工膜(GM)/压实粘土(CCL)复合衬里在垃圾填埋场渗滤液泻湖在建造14年后已退役的性能。 GM上存在大约600个缺陷,显然足以引起渗滤液在GM和CCL之间迁移。通过CCL进行的氯化物,钠和钾的孔隙水分布以及对流扩散污染物迁移模型表明,复合衬里的GM组分不能很好地起到屏障的作用。

著录项

  • 作者

    Lake, Craig Benjamin.;

  • 作者单位

    The University of Western Ontario (Canada).;

  • 授予单位 The University of Western Ontario (Canada).;
  • 学科 Geotechnology.
  • 学位 Ph.D.
  • 年度 2001
  • 页码 412 p.
  • 总页数 412
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质学;
  • 关键词

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