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Unformatted text preview: Describe the two terms that control vertical flow in unsaturated soils Write down Richards Equation for one-dimensional (vertical flow) in unsaturated soils Understand the primary assumptions used in analytical solutions of Richards Equation (e.g. Philip, Green-Ampt solutions) Apply the time-compression approximation to compute the infiltration under non-ponded conditions...
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This note was uploaded on 11/08/2010 for the course CEE 150 taught by Professor Margoolis during the Fall '10 term at UCLA.
- Fall '10