Simulation of unsaturated flow based on richards equation

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Date
1994
Journal Title
Journal ISSN
Volume Title
Publisher
University of Dar es Salaam
Abstract
The basic equations governing the water movement in the unsaturated porous media have been described. A numerical solutions for flow equations are developed for one dimensional vertical flow, two dimensional flow and one dimensional absorption. For the one dimensional vertical flow and one dimensional absorption. An implicit finite difference discretization has been adopted. For the two dimensional flow equation, an iterative - implicit finite difference approach is adopted. Appropriate initial, boundary conditions and constitutive relations of soil properties are prescribed. Based on the analysis, the solution of the one dimensional vertical flow using the pressure head-based form of the governing equation, generally, yields poor results on a per mass balance basis.
Description
Available in print form
Keywords
Hydraulics, Hydraulic measurements
Citation
Abbakar, S.M (1994) Simulation of unsaturated flow based on richards equation, Masters dissertation, University of Dar es Salaam. Available at (http://41.86.178.3/internetserver3.1.2/detail.aspx?parentpriref=)