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Colloid release and clogging in porous media: Effects of solution ionic strength and flow velocity

机译:胶体在多孔介质中的释放和堵塞:溶液离子强度和流速的影响

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摘要

The release and retention of in-situ colloids in aquifers play an important role in the sustainable operation of managed aquifer recharge (MAR) schemes. The processes of colloid release, retention, and associated permeability changes in consolidated aquifer sediments were studied by displacing native groundwater with reverse osmosis-treated (RO) water at various flow velocities. Significant amounts of colloid release occurred when: (i) the native groundwater was displaced by RO-water with a low ionic strength (IS), and (ii) the flow velocity was increased in a stepwise manner. The amount of colloid release and associated permeability reduction upon RO-water injection depended on the initial clay content of the core. The concentration of released colloids was relatively low and the permeability reduction was negligible for the core sample with a low clay content of about 1.3%. In contrast, core samples with about 6 and 7.5% clay content exhibited: (i) close to two orders of magnitude increase in effluent colloid concentration and (ii) more than 65% permeability reduction. Incremental improvement in the core permeability was achieved when the flow velocity increased, whereas a short flow interruption provided a considerable increase in the core permeability. This dependence of colloid release and permeability changes on flow velocity and colloid concentration was consistent with colloid retention and release at pore constrictions due to the mechanism of hydrodynamic bridging. A mathematical model was formulated to describe the processes of colloid release, transport, retention at pore constrictions, and subsequent permeability changes. Our experimental and modeling results indicated that only a small fraction of the in-situ colloids was released for any given change in the IS or flow velocity. Comparison of the fitted and experimentally measured effluent colloid concentrations and associated changes in the core permeability showed good agreement, indicating that the essential physics were accurately captured by the model. (C) 2015 Elsevier B.V. All rights reserved.
机译:含水层中原位胶体的释放和保留在受控含水层补给(MAR)计划的可持续运营中起着重要作用。通过以不同流速将天然地下水置换为反渗透处理(RO)的水,研究了固结含水层沉积物中胶体释放,滞留及相关渗透率变化的过程。在以下情况下发生大量胶体释放:(i)用低离子强度(IS)的RO水置换天然地下水,并且(ii)流速逐步提高。反渗透水注入时胶体的释放量和相关的渗透率降低取决于岩心的初始粘土含量。释放的胶体浓度相对较低,对于粘土含量约为1.3%的岩心样品,渗透率的降低可忽略不计。相反,粘土含量约为6%和7.5%的岩心样品表现出:(i)流出胶体浓度增加了近两个数量级,以及(ii)渗透率降低了65%以上。当流速增加时,岩心渗透率得到了增量的提高,而短暂的流动中断使岩心渗透率显着增加。胶体释放和渗透率变化对流速和胶体浓度的这种依赖性与由于流体动力桥接的机理而在孔收缩处胶体保留和释放是一致的。建立了一个数学模型来描述胶体释放,运输,保留在孔收缩处以及随后的渗透率变化的过程。我们的实验和建模结果表明,对于IS或流速的任何给定变化,仅释放一小部分的原位胶体。拟合和实验测得的流出物胶体浓度以及岩心渗透率相关变化的比较显示出很好的一致性,表明该模型可以准确地捕获基本物理原理。 (C)2015 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Journal of Contaminant Hydrology》 |2015年第10期|161-171|共11页
  • 作者单位

    CSIRO Land & Water, Glen Osmond, SA 5064, Australia;

    ARS, US Salin Lab, USDA, Riverside, CA USA;

    CSIRO Land & Water, Glen Osmond, SA 5064, Australia;

    CSIRO Land & Water, Floreat Pk, WA, Australia|Univ Western Australia, Sch Chem & Biochem, Crawley 6009, Australia;

    Curtin Univ, Dept Explorat Geophys, Perth, WA 6151, Australia;

    CSIRO Land & Water, Floreat Pk, WA, Australia|Univ Western Australia, Sch Earth & Environm, Crawley 6009, Australia|Flinders Univ S Australia, Natl Ctr Groundwater Res & Training, Adelaide, SA 5001, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Release; In-situ colloids; Clogging; Permeability; Modeling;

    机译:释放;原位胶体;堵塞;渗透性;建模;

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