download pdf version of PhD book - Universiteit Utrecht
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6. Dispersivity under Partially-Saturated Conditions<br />
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .<br />
efficient, D, since water content and average pore-water velocity are known<br />
from the pore-network mode. The dispersion coefficient (and thus dispersivity)<br />
at a given saturation is determined by optimizing the analytical solution <strong>of</strong><br />
the ADE to the computed BTCs <strong>of</strong> average concentration at the outlet <strong>of</strong> the<br />
network at that saturation.<br />
Figure (6.6) shows the resulting relationship between dispersivity and saturation<br />
(α − S w curve) for the three networks described in Section 6.2.3.<br />
4.0<br />
var L<br />
var M<br />
var H<br />
vity [cm]<br />
Dispersiv<br />
3.0<br />
20 2.0<br />
1.0<br />
0.0<br />
0.0 0.2 0.4 S 0.6 0.8 1.0<br />
w<br />
Figure 6.6: The relationship between dispersivity (based on the ADE model)<br />
and wetting phase saturation computed from the MDPN model for the three<br />
networks whose pore size distributions are shown in Figure (6.1).<br />
From Figure (6.6), it is clear that there is a strong relation between dispersivity<br />
and saturation. The relation is non-monotonic, with the maximum dispersivity<br />
(α max ) occuring at an intermediate saturation, S cr . This non-monotonic behavior<br />
has been observed in laboratory experiments [Bunsri et al., 2008, Toride<br />
et al., 2003]. To explore this non-monotonic behavior, we have analyzed various<br />
pore-scale properties <strong>of</strong> the pore-network model under different saturations.<br />
It is well known that dispersion in porous media is a result <strong>of</strong> velocity variation<br />
within different pores. Under unsaturated conditions, velocity variations<br />
depend on saturation, which may not be a simple relationship. While, under<br />
saturated conditions the whole cross-section <strong>of</strong> a pore is available for the flow <strong>of</strong><br />
wetting phase (resulting in a high conductance), under unsaturated conditions,<br />
the wetting phase flows only along the pore edges (which have less conductance<br />
to flow) with much lower velocities. This means that the variation <strong>of</strong><br />
conductance is much larger under unsaturated conditions, leading to a larger<br />
variations <strong>of</strong> velocities. We have calculated the coefficient <strong>of</strong> variation, c v , <strong>of</strong><br />
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