H43M-1150:
STUDY OF WATER HORIZONTAL REDISTRIBUTION IN SOIL
Abstract:
Consider two soil samples with different initial water saturations. When they contact each other, water will start to redistribute until it reaches equilibrium. The part with higher initial saturation undergoes drainage and imbibition happens in the other part. Recent experiments have shown that the saturation discontinuity and pressure gradient will persist [2].
Generally, the approach for modeling these experimental results is to employ the standard two-phase flow model, including the continuity equation for each phase, extended Darcy’s law and the constitutive relationships for relative permeability and capillary pressure.
However, we cannot get any pressure gradients at equilibrium based on the standard model. So, we use a new numerical model, with several modifications to the traditional one:
Generalized Darcy’s law replaces the extended Darcy’s law, adding the other two driving forces.
Specific interfacial area is also involved in this model and a mass balance equation for it is added.
Capillary pressure is assumed to depend not only on saturation, but also on the specific interfacial area.