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Previous investigations of the hydraulic properties of porous materials have been primarily empirical, i.e., correlations have been based upon experimental data. A physical description of the desaturation process in porous media is developed by analyzing both discrete and continuous desaturation mechanisms. The desaturation process is characterized by three distinct phases: the boundary-effect zone, the transition zone (primary and secondary), and the residual desaturation zone. Mathematical relationships are developed to related saturation to capillary pressure and to entry pressure which corresponds to a characteristic dimension of the medium.
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White et al. (1970) studied this question.
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