download pdf version of PhD book - Universiteit Utrecht
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