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Non-equilibrium model for gravity-driven fingering in water repellent soils: Formulation and 2D simulations
[chapter]
2003
Soil Water Repellency
The instability of infiltrating flow is studied using the mass balance equation coupled with a first-order relaxation equation relating the rate of change of saturation to the difference between the dynamic water pressure and the saturation-dependent equilibrium water pressure. A numerical solution of the mass balance equation, based on a mass conservative scheme, is applied to the simulation of infiltrating flows in a vertical, two-dimensional plane region. Both water wettable and water
doi:10.1016/b978-0-444-51269-7.50025-4
fatcat:jmkjuw4ayvf7pfulmlnhdp3pdy