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Unformatted text preview: Describe the two terms that control vertical flow in unsaturated soils Write down Richards Equation for onedimensional (vertical flow) in unsaturated soils Understand the primary assumptions used in analytical solutions of Richards Equation (e.g. Philip, GreenAmpt solutions) Apply the timecompression approximation to compute the infiltration under nonponded 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
 Margoolis

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