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Study of hydrodynamically and chemically induced in-situ colloidal particle release in porous media

机译:流体动力学和化学诱导原位胶体在多孔介质中释放的研究

摘要

In this work an attempt was made to experimentally study the effect of different parameters like flowrate, void fraction, ionic strength, valence of anion and pH on release of kaolin particle from kaolin-sand mixture bed. It was observed that plugging of the released particle occur in the bed, which was explained, by size exclusion and agglomeration of particles. It was found that there exists a critical velocity for the release of kaolin and it was found graphically to be 0.017cm/sec. It was observed that void fraction has minimal effect on the release of kaolin particle. The effect of pH and ionic strength on release was explained by DLVO theory. The Cl-, SO4-2, and PO4-3 ions are used to study the anion valence effect on the release. It was found that effect of anion valence on the kaolin release does not follow the Schulze-Hardy rule.
机译:在这项工作中,尝试通过实验研究不同参数(例如流量,空隙率,离子强度,阴离子化合价和pH值)对高岭土-砂混合床中高岭土颗粒释放的影响。观察到释放颗粒的堵塞发生在床中,这可以通过尺寸排阻和颗粒的聚集来解释。发现存在用于释放高岭土的临界速度,并且以图形方式发现为0.017cm / sec。观察到空隙率对高岭土颗粒的释放影响最小。 DLVO理论解释了pH和离子强度对释放的影响。 Cl-,SO4-2和PO4-3离子用于研究阴离子化合价对释放的影响。已发现阴离子化合价对高岭土释放的影响不遵循Schulze-Hardy规则。

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    Tripathy Alok;

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