Literature DB >> 26141344

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

Saeed Torkzaban1, Scott A Bradford2, Joanne L Vanderzalm3, Bradley M Patterson4, Brett Harris5, Henning Prommer6.   

Abstract

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.
Copyright © 2015 Elsevier B.V. All rights reserved.

Entities:  

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

Mesh:

Substances:

Year:  2015        PMID: 26141344     DOI: 10.1016/j.jconhyd.2015.06.005

Source DB:  PubMed          Journal:  J Contam Hydrol        ISSN: 0169-7722            Impact factor:   3.188


  5 in total

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Authors:  Zhongbing Lin; Renduo Zhang; Shuang Huang; Kang Wang
Journal:  Environ Sci Pollut Res Int       Date:  2017-06-21       Impact factor: 4.223

2.  Colloid characterization and in situ release in shallow groundwater under different hydrogeology conditions.

Authors:  Jingjing Zhou; Dan Liu; Wenjing Zhang; Xuequn Chen; Ying Huan; Xipeng Yu
Journal:  Environ Sci Pollut Res Int       Date:  2017-04-24       Impact factor: 4.223

3.  Fine Migration Control in Sandstones: Surface Force Analysis and Application of DLVO Theory.

Authors:  Rizwan Muneer; M Rehan Hashmet; Peyman Pourafshary
Journal:  ACS Omega       Date:  2020-12-02

4.  Urban storm water infiltration systems are not reliable sinks for biocides: evidence from column experiments.

Authors:  Marcus Bork; Jens Lange; Markus Graf-Rosenfellner; Birte Hensen; Oliver Olsson; Thomas Hartung; Elena Fernández-Pascual; Friederike Lang
Journal:  Sci Rep       Date:  2021-03-31       Impact factor: 4.379

5.  The influence of flow velocity on coal fines output and coal permeability in the Fukang Block, southern Junggar Basin, China.

Authors:  Shu Tao; Dazhen Tang; Hao Xu; Song Li
Journal:  Sci Rep       Date:  2017-10-26       Impact factor: 4.379

  5 in total

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