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download pdf version of PhD book - Universiteit Utrecht

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3.3 Numerical upscaling <strong>of</strong> adsorbing solute transport<br />

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

from the Single-Tube Model to the solution <strong>of</strong> the 1D transport equation (Equation<br />

(3.32)) with no adsorption (i.e., k att = kdet ∗ = 0). Figure (3.3) shows the<br />

resulting graph, where Pe is plotted as a function <strong>of</strong> pore-scale Peclet number<br />

(P e p ). In the same figure, the Taylor dispersion formula (Equation 3.38) [Taylor,<br />

1953, Aris, 1999] for the upscaled Peclet number in a tube is also plotted.<br />

1<br />

P e = 1 + P e p<br />

P e p 48<br />

(3.38)<br />

The excellent agreement indicates the accuracy <strong>of</strong> our numerical code in capturing<br />

the transport within the tube and also shows that the Taylor assumption<br />

is valid for this problem. We use Equation (3.38) to obtain the upscaled Peclet<br />

number (P e) in the simulations <strong>of</strong> adsorbing solute in the next section.<br />

Figure 3.3: Graph <strong>of</strong> P e versus P e p. The points are the result <strong>of</strong> fitting<br />

<strong>of</strong> the breakthrough curve <strong>of</strong> average concentration (with κ = 0) to<br />

Equation (3.32) to find P e. The solid line shows the Taylor formula,<br />

Equation (3.38).<br />

3.3.4 Upscaled adsorption parameters (k ∗ att and k ∗ det )<br />

As we employ the Taylor formula to estimate the upscaled Peclet number,<br />

there are only two upscaled parameters, katt ∗ and kdet ∗ , left to be determined as<br />

a function <strong>of</strong> pore-scale parameters<br />

k ∗ att = f(P e p , κ) (3.39a)<br />

k ∗ det = f(P e p , κ) (3.39b)<br />

57

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