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download pdf version of PhD book - Universiteit Utrecht

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3. Upscaling <strong>of</strong> Adsorbing Solutes; Pore Scale<br />

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

then the kinetic process will be important. This condition can be represented<br />

by the dimensionless number σ D<br />

σ D = ρs (1 − n)vK i D<br />

SD i 0<br />

(3.26)<br />

Thus, if σ D ≥ 1, then kinetic effects are important. Note that if the flow<br />

velocity is very small, then the kinetic effects become negligible. In the limiting<br />

case <strong>of</strong> no flow, as is the case in batch experiments, the equilibrium relationship<br />

(3.24) applies with no approximation. Thus, batch experiments can be used to<br />

obtain the macro-scale distribution coefficient.<br />

In the following section, we will perform numerical experiments to explore the<br />

assumptions leading to Equations (3.24) and also find an approximate value<br />

for d in Equation (3.16).<br />

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

Perhaps the simplest step in upscaling is to replace the three-dimensional flow<br />

and concentration fields within the pore (or a tube) by 1D fields, whereby velocity<br />

and concentration are averaged over the pore cross section. As mentioned<br />

in the Introduction, this upscaling has been considered for homogeneous reactions<br />

as well as dissolution. Here we treat the upscaling <strong>of</strong> adsorptive solute<br />

transport.<br />

To analyze the scale dependence <strong>of</strong> adsorption process, we have developed<br />

two models: a) a Single-Tube Model in order to simulate details <strong>of</strong> transport<br />

within a pore, and b) an equivalent upscaled 1D model for the cross-sectionallyaveraged<br />

concentration. These models allow us to investigate some <strong>of</strong> the assumptions<br />

made in our upscaling approach and also to verify results <strong>of</strong> that<br />

approach.<br />

3.3.1 Flow and transport at pore scale (Single-Tube Model)<br />

Consider a long single tube with a constant circular cross section with radius<br />

R 0 . We assume fully developed, steady-state, laminar flow in the tube<br />

(Poiseuille flow) so that the velocity distribution is given by [Daugherty and<br />

52

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