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Relative Permeability

We next present a sample calculation of the relative permeability for the 22% porosity Fontainebleau sandstone. In this case, the pore space is filled with two fluids. One fluid preferentially wets the solid surface and the second fluid is non-wetting. The degree of saturation, $\Theta_w$w is Vw / Vp, where the Vw is the volume of the wetting phase in the pore space and Vp is the volume of the pore space. Although there is debate as to the correct formulation of the macroscopic two phase flow equations [14], we use the following empirical relation to describe the response of a multiphase fluid system to an external driving force:


\begin{displaymath}
\vec{v}_1=-\frac{K_{12}}{\mu_2}\nabla P_2
- \frac{K_{11}}{\mu_1} \nabla P_1
\end{displaymath} (10)


\begin{displaymath}
\vec{v}_2=-\frac{K_{21}}{\mu_1}\nabla P_1 - \frac{K_{22}}{\mu_2} \nabla P_2
\end{displaymath} (11)

Here the Kij are the components of a permeability tensor and the applied pressure gradient on each fluid component $\nabla P_i $ is from a simple body force, $\nabla P= \rho g$, where g is an acceleration constant. The average velocity of each fluid component is given by $\vec{v}_1$ and $\vec{v}_2$. The forcing can be applied to each phase separately allowing determination of the off-diagonal terms in the permeability tensor. The viscosity µ i is the same for both fluids. Relative permeability data is usually presented in terms of constant capillary number, $C_a=\frac{\mu v}{\gamma}$, where $\gamma$ is the interfacial surface tension. For our body force driven fluids, we can define an effective capillary number, $C^*_a$, by replacing v with the Darcy velocity so that $C^*_a= \frac{\mu <v>}{\gamma}=\frac{k \rho g}{\gamma}$. Figure 5 shows the relative permeability of the $\phi=22~\%$ = 22% rock for the cases of $C^*_a= 7.5\times 10^{-4}$ = 7.5 x 10-4 and 7.5 x 10-5.

Figure 5: Relative permeabilities of 22% porosity Fontainebleau sandstone versus wetting fluid saturation, $\Theta _W$W. The solid and dashed lines correspond to $C^*_a= 7.5\times 10^{-4}$ = 7.5 x 10-4 and $C^*_a =7.5\times 10^{-5}$ = 7.5 x 10-5 respectively. The lower curves correspond to the off-diagonal elements of the permeability tensor with the * denoting the case where the nonwetting fluid is driven.


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