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温度对填埋场中土工合成黏土衬垫水合作用的影响。

Effect of temperature on hydration of geosynthetic clay liners in landfills.

机构信息

Deptartment of Civil & Environmental Engineering, Carleton University, Ottawa, Canada.

出版信息

Waste Manag Res. 2013 Mar;31(3):265-72. doi: 10.1177/0734242X12471153. Epub 2013 Jan 11.

DOI:10.1177/0734242X12471153
PMID:23315362
Abstract

Geosynthetic clay liners (GCLs) have gained popularity as a barrier system in modern landfill construction. As such, it is depended upon to provide a level of impermeability to prevent the escape of contaminants into the surrounding soil and groundwater. It has been proven that a GCL's hydraulic conductivity is closely related to its moisture content. GCLs are known to absorb moisture from the underlying soil after installation. In a landfill, temperatures near the liner can reach upwards of 55ºC. The effect of these elevated temperatures on the hydration process of the GCL was determined for two types of GCL over two types of subsoil: sand and clay. It was found that elevated temperatures prevented the GCL from reaching moisture content levels that would be acceptable in a real-life scenario. Temperatures in landfills could be expected to cause a GCL to reach a moisture equilibrium at roughly 16% gravimetric moisture content, where GCL at room temperature would reach higher than 100% gravimetric moisture content. The significant difference in moisture equilibrium of GCLs at different temperatures may suggest that the heat naturally produced in landfills could negatively affect the liner's hydraulic performance. The importance of allowing a GCL to properly hydrate before heat exposure must be better understood in order to minimize the potential negative effect of a landfill on our environment and our livelihood. This study also confirmed that the hydration potential of GCL depends on the method of GCL manufacture and the subsoil characteristics.

摘要

土工合成黏土衬垫(GCL)作为现代垃圾填埋场建设中的屏障系统而广受欢迎。因此,它被期望提供一定程度的防渗性能,以防止污染物泄漏到周围的土壤和地下水中。已经证明,GCL 的水力传导率与其含水量密切相关。GCL 在安装后会从下层土壤中吸收水分。在垃圾填埋场中,衬垫附近的温度可达 55°C 以上。为了确定这些高温对 GCL 水合过程的影响,对两种类型的 GCL 在两种不同的底土(砂土和粘土)上进行了研究。结果发现,高温会阻止 GCL 达到实际情况下可接受的含水量水平。垃圾填埋场中的温度可能会导致 GCL 达到约 16%重量含水量的水分平衡,而室温下的 GCL 会达到高于 100%重量含水量。GCL 在不同温度下的水分平衡存在显著差异,这可能表明垃圾填埋场中自然产生的热量会对衬垫的水力性能产生负面影响。为了最大程度地减少垃圾填埋场对环境和生计的潜在负面影响,必须更好地了解允许 GCL 在受热暴露之前进行适当水合的重要性。本研究还证实,GCL 的水化潜力取决于 GCL 的制造方法和底土特性。

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