Modeling Preferential Flows in
Porous Media
John Nieber, Professor
Aleksey Sheshukov, Research Associate
Andrey Egorov, Chief, Division of Mechanics, Kazan State University,
Russia
Rafail Dautov, Professor, Kazan State University, Russia
Tammo Steenhuis, Professor, Cornell University
Yves Parlange, Professor, Cornell University
Coen Ritsema, SC-DLO, Wageningen University, The Netherlands
Reinder Feddes, Department of Water Resources, Wageningen
University, The Netherlands
Ge van den Eertwegh, Hooheemraadschap van Rijnland, The Netherlands
Funding Source
Minnesota Agricultural Experiment Station
Objective
To investigate new forms of equations governing the processes
of preferential flows in porous media, including fingering,
macropore flows, and heterogeneity-driven flows. We also wish
to develop tools from this research that will enable practitioners
to readily apply preferential flow predictions tools.
Need or Impact
The preferential flow of water in soils and other porous
materials leads to the rapid movement of harmful chemicals
and microbial organisms. This research is directed to provide
an improved understanding about the behavior of preferential
flow and transport processes and thereby help to reduce their
detrimental effects.
Project Status
We have continued to work on the modeling of unstable flows
(leading to fingered flow) in unsaturated soils. During the
past year we have completed additional advances in the understanding
of the conditions for instabilities. At present, and for the
next year, we will be working on improving the parameterization
of models for unstable flow.
On a new activity we have started to study the use of the
analytic element method to modeling the flow of water in unsaturated
soils containing complex arrangements (as found in nature)
of soil inhomogeneities. The analytic element method provides
a relatively easy analysis tool for someone to analyze quite
complex flow situations. Our goal is to make it possible for
an analyst to be able to use the model to evaluate the preferential
flow caused by embedded inhomogeneities in unsaturated soils.
|