|San Jose Martinez, Fernando - U. OF MADRID, SPAIN|
|Canjego, Francisco - U. OF MADRID, SPAIN|
Submitted to: European Geosciences Union General Assembly Proceedings
Publication Type: Abstract Only
Publication Acceptance Date: March 15, 2006
Publication Date: April 2, 2006
Citation: San Jose Martinez, F., Pachepsky, Y.A., Rawls, W.J., Canjego, F. 2006. Testing the fractional advective-dispersive equation for solute transport in soil with data from miscible displacement experiments [abstract]. European Geosciences Union General Assembly. Paper No. EGU-06-A-09992. Technical Abstract: Understanding and modeling transport of solutes in porous media is a critical issue in the environmental protection. Contaminants from various industrial and agricultural sources can travel in soil and ground water and eventually affect human and animal health. The parabolic advective-dispersive equation (ADE) is the commonly used model of solute transport in porous media. This model assumes that the diffusion-like spread occurs simultaneously with the purely advective transport. Although the solute dispersivity in this equation is regarded as a constant, it has been found to increase with the distance from the solute source. This can be explained assuming the movement of solute particles belongs to the family of Lévy motions. A one-dimensional solute transport equation has been derived for Lévy motions using fractional derivatives to describe the dispersion. Published data from miscible displacement experiments have been used to show the applicability of this fractional equation – the fractional advective-dispersive equation (FADE) – to the conservative transport in soils. The Dirichlet, or constant concentration, boundary condition at the surface of the column has been used. Earlier research on the ADE applications to the miscible displacement experiments has shown that this boundary condition introduces mass balance errors in the solute transport simulations. Recently, we have observed a similar effect for the FADE. We develop a mass conserving procedure to solve FADE numerically and use it to fit FADE solutions to experimental breakthrough curves for conservatives tracers. We demonstrate and discuss improvements in solute transport simulations that FADE provides for some but not all data from miscible displacement experiments with soils and sediments.