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Membrane behavior of compacted sand-bentonite mixture

机译:压实砂膨润土混合物的膜行为

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Semi-permeable membrane behavior contributes to the containment function of engineered barriers used for waste containment by restricting the migration of dissolved chemical species (solutes) such as aqueous-phase contaminants. The existence of membrane behavior has been demonstrated extensively for virtually all categories of bentonite-based containment barriers except compacted sand-bentonite mixtures. Accordingly, membrane tests were conducted on two specimens of a compacted sand-bentonite mixture comprising 15% bentonite (dry weight) with sufficiently low hydraulic conductivity (i.e., <= 1.0 x 10(-9) m/s) to be suitable for use as a waste containment barrier. Despite the imposition of relatively complex chemical conditions, including the use of tap water versus de-ionized water as a circulating liquid and incomplete flushing ( leaching) of soluble salts from the specimens prior to membrane testing, the results were in good agreement with those previously reported for other bentonite-based engineered barriers when exposed to similar or the same types of salts and salt concentrations. Also, both compacted soil-bentonite specimens exhibited similar magnitudes of membrane behavior, with measured membrane efficiencies ranging from 0.395 +/- 0.053 to 0.063 +/- 0.012 when exposed to source KCl solutions with concentrations ranging from 5 to 80 mmol/L, respectively. Thus, compacted sand-bentonite mixtures suitable for use as engineered containment barriers can exhibit semi-permeable membrane behavior, thereby potentially enhancing the containment function of the barriers.
机译:半透膜行为有助于通过限制溶解的化学物质(溶质)如水相污染物的迁移来促进用于废物遏制的工程屏障的容纳功能。除了压实的砂膨润土混合物之外,基于膨润土的基于膨润土的所有类别的基于膨润土的储能屏障的几乎所有类别的存在性,已经对膜行为的存在。因此,在包含15%膨润土(干重)的压实砂膨润土混合物的两种标本上进行膜试验,其具有足够低的液压导电性(即<= 1.0×10(-9)m / s)适合使用作为废物遏制屏障。尽管施加了相对复杂的化学条件,但在膜试验之前,仍然是从试样的循环液体和不完全冲洗(浸出)可溶性盐的循环液体和不完全冲洗(浸出),结果与先前的这些结果吻合良好在暴露于相似或相同类型的盐和盐浓度时据报道,在其他基于膨润土的工程屏障。此外,压实的土壤 - 膨润土标本都表现出类似的膜行为幅度,测量的膜效率范围为0.395 +/- 0.053至0.063 +/- 0.012,当暴露于源Kcl溶液时,分别为5-80mmol / L的浓度。因此,适合用作工程化容器屏障的压实砂膨润土混合物可以表现出半透膜行为,从而潜在地增强屏障的容纳功能。

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