Dynamics of Fluids in Porous Media, Parts 1-2 |
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applied approach approximation aquifer assumed average axis becomes boundary boundary conditions called capillary channel coefficient components considered const constant continuity coordinate curve defined density depends derived described determine diffusion direction discharge discussion dispersion distribution effective equation example expressed figure flow flow domain fluid flux forces function given grad gradient ground head Hence homogeneous horizontal hydraulic conductivity initial interface introduced isotropic layer length liquid mass material matrix means method molecular motion normal obtain paragraph particle permeability phreatic surface plane pore porosity porous medium potential present pressure problem properties referred relationship represents reservoir respect result saturation shown shows soil solid solution space specific steady streamlines stress surface takes tortuosity unit variables various vector velocity vertical volume zone ду