An exact explicit solution for one-dimensional, transient, nonlinear Richards‿equation for modeling infiltration with special hydraulic functions
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文摘

An exact solution for transient Richards’ equation is presented.

The model assumes exponential retention curve and power law hydraulic conductivity.

Algebraic expressions of practical and theoretical importance are derived.

It applies to infiltration through semi-infinite profile.

It is useful for checking numerical schemes and estimating hydraulic parameters.

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