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contributor authorC. S. P. Ojha
contributor authorRao Y. Surampalli
contributor authorPramod Kumar Sharma
contributor authorNitin Joshi
date accessioned2017-05-08T21:41:56Z
date available2017-05-08T21:41:56Z
date copyrightAugust 2011
date issued2011
identifier other%28asce%29ee%2E1943-7870%2E0000382.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59795
description abstractIn this paper, an advective dispersive virus transport equation, including first-order adsorption and an inactivation constant, is used for simulating the movement of viruses in fractured porous media. The implicit finite-difference numerical technique is used to solve the governing equations for viruses in the fractured porous media. In this work, the focus is (1) to investigate the transport processes of the movement of viruses in both fractured rock and porous rock without fracture and (2) to simulate the experimental data of biocolloids through a fractured aquifer model. It is seen that movement of the contaminant is faster in the fractured rock than in the porous rock formation. Higher values of diffusion coefficient, matrix porosity, mass transfer constant, and inactivation rate reduce both temporal and spatial virus concentrations in the fracture. Also, experimental data of biocolloids in the fractured aquifer model with constant and time-dependent inactivation rates were simulated successfully.
publisherAmerican Society of Civil Engineers
titleBreakthrough Curves and Simulation of Virus Transport through Fractured Porous Media
typeJournal Paper
journal volume137
journal issue8
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000374
treeJournal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 008
contenttypeFulltext


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