4.8 Article

Aggregation and deposition kinetics of carboxymethyl cellulose-modified zero-valent iron nanoparticles in porous media

期刊

WATER RESEARCH
卷 46, 期 6, 页码 1735-1744

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.watres.2011.12.045

关键词

Nanoparticle transport; Groundwater remediation; Colloid aggregation; Colloid deposition; Ionic strength; Chlorinated solvents

资金

  1. Natural Sciences and Engineering Research Council of Canada
  2. Golder Associates Ltd.
  3. Le Fonds quebecois de la recherche sur la nature et les technologies Team
  4. McGill Engineering Doctoral Fellowship

向作者/读者索取更多资源

Transport and deposition of carboxymethyl cellulose (CMC)-modified nanoparticles of zero-valent iron (NZVI) were investigated in laboratory-scale sand packed columns. Aggregation resulted in a change in the particle size distribution (PSD) with time, and the changes in average particle size were determined by nanoparticle tracking analysis (NTA). The change in PSD over time was influenced by the CMC-NZVI concentration in suspension. A particle-particle attachment efficiency was evaluated by fitting an aggregation model with NTA data and subsequently used to predict changes in PSD over time. Changes in particle sizes over time led to corresponding changes in single-collector contact efficiencies, resulting in altered particle deposition rates over time. A coupled aggregation-colloid transport model was used to demonstrate how changes in PSD can reduce the transport of CMC-NZVI in column experiments. The effect; of particle concentrations in the range of 0.07 g L-1 to 0.725 g L-1 on the transport in porous media were evaluated by comparing the elution profiles of CMC-NZVI from packed sand columns. Changes in PSD over time could reasonably account for a gradual increase in effluent concentration between 1 and 5 pore volumes (PVs). Processes such as detachment of deposited particles also likely contributed to the gradual increase in effluent concentrations. The particle-collector attachment efficiency increased with CMC-NZVI particle concentration due to a rise in dissolved Na+ concentration with increased addition of Na-CMC. This inadvertent change in ionic strength led to decreased effluent concentrations at higher CMC-NZVI concentrations. (C) 2011 Elsevier Ltd. All rights reserved.

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