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Model Brooks-Corey

To use Equation 6.4, one must measure or calculate hc dr for a given aquifer material. A mathematical formula for the water pressure-saturation curve during drainage is needed to calculate the average water pressure head. The Brooks-Corey model of the drainage curve can be used as follows (Corey, 1986) ... [Pg.184]

The Thomeer model is similar to the Brooks-Corey model. The difference between the two is the definition of the normalized saturation. [Pg.79]

Li (2004) shows that the empirical Brooks-Corey capillary pressure model can theoretically be derived from a fractal model of the porous media, where the pore-size distribution coefficient increases with the decrease of the fractal dimension. [Pg.78]

Li, K., 2004. Theoretical development of the Brooks-Corey capillary pressure modeling of porous media. SPE 89429, In Paper Presented at the 2004 SPE 14-th Symposium on Improved Oil Recovery, Tulsa/OK. [Pg.474]


See other pages where Model Brooks-Corey is mentioned: [Pg.250]    [Pg.250]    [Pg.37]    [Pg.38]   
See also in sourсe #XX -- [ Pg.184 ]




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Brooks-Corey

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