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6. Dispersivity under Partially-Saturated Conditions<br />
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .<br />
In Figure (6.12) we can distinguish a trend in each k r −S w curve. Each k r −S w<br />
curve is composed <strong>of</strong> two nearly linear parts (on semi-log scale). We have also<br />
shown one <strong>of</strong> the k r −S w curves on linear scale, as a dotted line. The linear scale<br />
plot shows that the slope <strong>of</strong> k r − S w is larger at higher saturation. This is due<br />
to the fact that the non-wetting phase first occupies larger pores (which have<br />
the most contribution to the conductivity <strong>of</strong> the phase), after which there is a<br />
considerable drop in conductivity <strong>of</strong> the wetting phase. The substantial drop in<br />
conductivity <strong>of</strong> the wetting phase will continue until the fraction <strong>of</strong> percolating<br />
saturated pores is very low. After this point, further decrease in saturation will<br />
cause only slight decrease in permeability <strong>of</strong> the wetting phase, since almost<br />
all larger pores are already drained. Thus, the location <strong>of</strong> the change in slope<br />
in the k r − S w curve, in the semi-log scale, can be related to the fraction <strong>of</strong><br />
percolating saturated pores. We may use the corresponding saturation as an<br />
approximation for the critical saturation, S cr , at which maximum dispersivity<br />
occurs. Figure (6.12) shows that the saturation at which change in slope <strong>of</strong><br />
the k r − S w curves occur is lower for networks with higher variance, in which<br />
the α max also occurs at lower saturations. This observation is in agreement<br />
with pore-scale observations such as change in fraction <strong>of</strong> percolating saturated<br />
pores (Figure 6.8) and coefficient <strong>of</strong> variations <strong>of</strong> pore-scale velocities (Figure<br />
6.7).<br />
6.6 Conclusion<br />
Multi-phase and unsaturated transport in porous media is characterized by<br />
means <strong>of</strong> several macroscopic transport properties including relative permeability,<br />
capillary pressure, and dispersivity. These properties have been found<br />
to depend on macro-scale parameters, such as fluid saturation, but also on<br />
pore-space morphology. Indeed, distribution <strong>of</strong> fluid phase within the pores is<br />
important in determining transport properties.<br />
In contrast to the relation between capillary pressure and saturation (P c − S w<br />
curve), which has been investigated in many studies, there are only a few studies<br />
on the relationship between dispersivity and saturation (i.e., α − S w curve).<br />
Although, the dependency <strong>of</strong> dispersivity on saturation has been clearly shown<br />
through experimental studies, almost all simulators <strong>of</strong> solute transport at the<br />
macro scale, under unsaturated conditions, use a constant dispersivity (i.e., do<br />
not include a dependance on saturation). This is mainly due to the unresulved<br />
and complex functionality <strong>of</strong> dependence <strong>of</strong> dispersion on saturation.<br />
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