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首页> 外文期刊>Applied Geochemistry: Journal of the International Association of Geochemistry and Cosmochemistry >Anion exclusion effects in compacted bentonites: Towards a better understanding of anion diffusion
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Anion exclusion effects in compacted bentonites: Towards a better understanding of anion diffusion

机译:压实膨润土中的阴离子排斥效应:更好地理解阴离子扩散

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Diffusion of Cl-36(-) in compacted bentonite was studied using through-diffusion, out-diffusion and profile analysis techniques. Both the bulk dry density of the bentonite and the composition of the external solution were varied. Increasing the bulk dry density of the bentonite resulted in a decrease of both the effective diffusion coefficient and the Cl-accessible porosity. Increasing the ionic strength of the external solutions resulted in an increase of both the effective diffusion coefficient and the Cl-accessible porosity. This can be explained by anion exclusion effects (Donnan exclusion). At high ionic strength values ( I >= 1 M NaCl) the Cl(-)accessible porosity approaches the interparticle porosity. This interparticle porosity is the difference between the total and interlayer porosity of the bentonite. The interlayer porosity was found to depend on the degree of compaction. Up to a bulk dry density of 1300 kg m(-3) the interlayer is built up of 3 water layers. Between 1300 and 1800 kg m(-3) the interlayer water is reduced from 3 to 2 layers of water. Above 1800 kg m(-3) evidence for a further decrease to 1 layer of water was found. These findings are in agreement with X-ray data found in the literature showing a decrease of the basal spacing of montmorillonite (the main clay mineral in bentonite) with increasing degree of compaction. The relationship between the effective diffusion coefficient of Cl- and the diffusion-accessible porosity can be described by an empirical relationship analogous to Archie's law. To predict the effective diffusion coefficient of Cl- in compacted bentonite, the diffusion coefficient of Cl- in water, the bulk dry density and the ionic strength of the pore water have to be known. (C) 2007 Elsevier Ltd. All rights reserved.
机译:使用透扩散,向外扩散和轮廓分析技术研究了压实膨润土中Cl-36(-)的扩散。膨润土的总干密度和外部溶液的组成均变化。膨润土的堆积干密度的增加导致有效扩散系数和Cl-可及孔隙率的降低。外部溶液离子强度的增加导致有效扩散系数和Cl可及孔隙率的增加。这可以用阴离子排斥效应(Donnan排斥)来解释。在高离子强度值(I> = 1 M NaCl)下,Cl(-)可及的孔隙度接近颗粒间孔隙度。该颗粒间孔隙率是膨润土的总孔隙率与层间孔隙率之差。发现层间孔隙度取决于压实度。高达1300 kg m(-3)的堆积干密度,中间层由3个水层组成。在1300和1800 kg m(-3)之间,层间水从3层减少到2层。高于1800 kg m(-3),发现进一步减少至1层水的证据。这些发现与文献中的X射线数据一致,该数据表明蒙密石(膨润土中的主要粘土矿物)的基础间距随着压实度的增加而减小。 Cl-的有效扩散系数与扩散可及的孔隙率之间的关系可以通过类似于阿奇定律的经验关系来描述。为了预测压实膨润土中Cl-的有效扩散系数,必须知道Cl-在水中的扩散系数,堆积干密度和孔隙水的离子强度。 (C)2007 Elsevier Ltd.保留所有权利。

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