title: Contaminant transport in dual-porosity media with dissolved organic matter and bacteria present as mobile colloids.
abstract: In riverbank filtration, contaminant transport is affected by colloidal particles such as dissolved organic matter (DOM) and bacterial particles. In addition, the subsurface heterogeneity influences the behavior of contaminant transport in riverbank filtration. A mathematical model is developed to describe the contaminant transport in dual-porosity media in the presence of DOM and bacteria as mobile colloids. In the model development, a porous medium is divided into the mobile and immobile regions to consider the presence of ineffective micropores in physically heterogeneous riverbanks. We assume that the contaminant transport in the mobile region is controlled by the advection and dispersion while the contaminant transport in the immobile region occurs due to the molecular diffusion. The contaminant transfer between the mobile and immobile regions takes place by diffusive mass transfer. The mobile region is conceptualized as a four-phase system: two mobile colloidal phases, an aqueous phase, and a solid matrix. The complete set of governing equations is solved numerically with a fully implicit finite difference method. The model results show that in riverbank filtration, the contaminant can migrate further than expected due to the presence of DOM and bacteria. In addition, the contaminant mobility increases further in the presence of the immobile region in aquifers. A sensitivity analysis shows that in dual-porosity media, earlier breakthrough of the contaminant takes place as the volumetric fraction of the mobile region decreases. It is also demonstrated that as the contaminant mass transfer rate coefficient between the mobile and immobile regions increases, the contaminant concentration gradient between the two regions reverses at earlier pore volumes. The contaminant mass transfer coefficient between the mobile and immobile regions mainly controls the tailing effect of the contaminant breakthrough. The contaminant breakthrough curves are sensitive to changes in contaminant adsorption and desorption rate coefficients on DOM and bacteria. In situations where the contaminant is released in the presence of DOM and bacteria in dual-porosity media, the early breakthrough and tailing occur due to the colloidal facilitation and presence of immobile regions.
authors.affiliation: Department of Civil Engineering, Texas A&M University College Station, TX 77843-3136, USA. songbaekim@hotmail.com
authors.forename: Song-Bae
authors.initials: SB
authors.lastname: Kim
authors.forename: M Yavuz
authors.initials: MY
authors.lastname: Corapcioglu
mesh_terms: D000327:Adsorption; D001419:Bacteria / Q000254:growth & development*; D003102:Colloids; D003198:Computer Simulation; D005374:Filtration / Q000379:methods; D005618:Fresh Water / Q000382:microbiology; D006812:Humic Substances / Q000378:metabolism; D008956:Models, Chemical; D009930:Organic Chemicals / Q000737:chemistry; D014874:Water Pollutants, Chemical
chemical_list: D003102:Colloids; D006812:Humic Substances; D009930:Organic Chemicals; D014874:Water Pollutants, Chemical