title: Modeling the co-transport of viruses and colloids in unsaturated porous media.
abstract: A mathematical model is developed to simulate the co-transport of viruses and colloids in unsaturated porous media under steady-state flow conditions. The virus attachment to the mobile and immobile colloids is described using a linear reversible kinetic model. Colloid transport is assumed to be decoupled from virus transport; that is, we assume that colloids are not affected by the presence of attached viruses on their surface. The governing equations are solved numerically using an alternating three-step operator splitting approach. The model is verified by fitting three sets of experimental data published in the literature: (1) Syngouna and Chrysikopoulos (2013) and (2) Walshe et al. (2010), both on the co-transport of viruses and clay colloids under saturated conditions, and (3) Syngouna and Chrysikopoulos (2015) for the co-transport of viruses and clay colloids under unsaturated conditions. We found a good agreement between observed and fitted breakthrough curves (BTCs) under both saturated and unsaturated conditions. Then, the developed model was used to simulate the co-transport of viruses and colloids in porous media under unsaturated conditions, with the aim of understanding the relative importance of various processes on the co-transport of viruses and colloids in unsaturated porous media. The virus retention in porous media in the presence of colloids is greater during unsaturated conditions as compared to the saturated conditions due to: (1) virus attachment to the air-water interface (AWI), and (2) co-deposition of colloids with attached viruses on its surface to the AWI. A sensitivity analysis of the model to various parameters showed that the virus attachment to AWI is the most sensitive parameter affecting the BTCs of both free viruses and total mobile viruses and has a significant effect on all parts of the BTC. The free and the total mobile viruses BTCs are mainly influenced by parameters describing virus attachment to the AWI, virus interaction with mobile and immobile colloids, virus attachment to solid-water interface (SWI), and colloid interaction with SWI and AWI. The virus BTC is relatively insensitive to parameters describing the maximum adsorption capacity of the AWI for colloids, inlet colloid concentration, virus detachment rate coefficient from the SWI, maximum adsorption capacity of the AWI for viruses and inlet virus concentration.
authors: Department of Civil Engineering, Indian Institute of Science, Bangalore, 560012, India.
authors: N
authors: N
authors: Seetha
authors: Department of Civil Engineering, Indian Institute of Science, Bangalore, 560012, India; Indo-French Cell for Water Sciences, Indian Institute of Science, Bangalore, 560012, India. Electronic address: msmk@civil.iisc.ernet.in.
authors: M S
authors: MS
authors: Mohan Kumar
authors: Department of Earth Sciences, Utrecht University, P.O. Box 80021, 3508 TA Utrecht, The Netherlands.
authors: S
authors: S
authors: Majid Hassanizadeh
mesh_terms: D000327:Adsorption; D000538:Aluminum Silicates; D000077215:Clay; D003102:Colloids / Q000032:analysis; D060587:Groundwater / Q000821:virology*; D062070:Hydrology / Q000379:methods; D007700:Kinetics; D008962:Models, Theoretical; D016062:Porosity; D014780:Viruses
chemical_list: D000538:Aluminum Silicates; D003102:Colloids; D000077215:Clay
keywords: Co-transport; Colloid; Modeling; Unsaturated porous medium; Virus