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Scarce experimental data and multiple approaches for estimating parameter G introduce uncertainty, reducing reliability of overland water flow and microbial transport models.
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A semi-reactive microbial transport model was developed within HP1 (HYDRUS1D-PHREEQC) appliedlied to column transport experiments with constant and variable solution chemistries.
For the microbial transport model KINEROS2/STWIR used in this study, infiltration in unsaturated soil is accounted for by a net capillary drive parameter, G, in the Parlange equation.
Although limitations exist in the application of a semi-reactive microbial transport model, this method represents one step towards a more realistic model of bacterial transport in complex microbial water soil systems.
The chapter also examines the microbial survival and activity levels during transport, approaches to facilitate transport, and mathematical models that describe and predict microbial transport.
Microbial transport between the bulk flowing PLS and ore-associated phases was postulated to be driven by the microbial concentration gradient between the phases, with advection and dispersion forces facilitating microbial colonisation of, and transport through, the ore bed.
This information will be useful in assessing the risks of microbial transport due to preferential flow.
A review of erosion and sediment transport models.
Spatial reduction algorithm for atmospheric chemical transport models.
A two-dimensional unsaturated flow and transport model, which includes microbial growth and decay, has been developed to simulate biological clogging in unsaturated soils, specifically biofilters.
Herein, we reported a two-dimensional, two-phase mass transport model for a flat-plate microbial fuel cell (MFC) by evoking a membrane phase and a solid phase that employed in direct methanol fuel cells.
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