Pore Scale Modelling for a Porous Membrane

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If I do pore scale modelling in a confined space for small plants or a reservoir, by direct pore space, reservoir modelling or network modelling using Navier-Stokes, Boltzmann method - is that valid for contaminant removal by using a porous membrane or can it be effective in water treatment?

Is it viable to succeed in near future in wastewater treatment areas as well?