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5.4 Results<br />

. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .<br />

Figure (5.9), as columns with the dark color. Figure (5.10b) shows the scatter<br />

diagram <strong>of</strong> velocities in the MDPN. It is clear that in MDPN, velocities in<br />

different directions are comparable and there is no strongly dominant direction.<br />

This shows that, using the MDPN model one can get more realistic velocity<br />

fields.<br />

Figure 5.9: Average velocities in the three principal directions <strong>of</strong> a regular<br />

network model (white columns), and in the 13 directions <strong>of</strong> MDPN Model (dark<br />

columns). Direction number 1 is parallel to the overall flow (or pressure gradient)<br />

direction, and directions number 2 and 3 are perfectly perpendicular to the<br />

flow direction. The other directions are oblique with respect to the overall flow<br />

direction (Figure 2.1).<br />

5.4.2 Calculation <strong>of</strong> relative permeabilities using MDPN<br />

model<br />

We have chosen five different networks to study the effect <strong>of</strong> conductance<br />

<strong>of</strong> drained pore bodies on the network permeability. The first three are the<br />

generic network models (R 1 , R 2 , and R 3 ) whose properties were presented in<br />

Section 5.2. The other two networks were designed on the basis <strong>of</strong> properties<br />

<strong>of</strong> two real porous media: a carbonate rock [Al-Kharusi and Blunt, 2008] and<br />

a Fontainebleau sandstone [Lindquist et al., 2000]. The reason for choosing<br />

these two porous media is their different topology; Fontainebleau sandstone<br />

has a wide range <strong>of</strong> coordination numbers with a mean coordination number<br />

<strong>of</strong> around 3.5, while the carbonate rock has a much larger mean coordination<br />

number <strong>of</strong> 8.0.<br />

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