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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 />

146

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