download pdf version of PhD book - Universiteit Utrecht
download pdf version of PhD book - Universiteit Utrecht
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7. Adsorption under Partially-Saturated Conditions<br />
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .<br />
Impermeable boundary conditions are imposed along the sides parallel to the<br />
main direction <strong>of</strong> flow.<br />
We follow the procedure explained in Section 6.3 to perform drainage and<br />
applying a steady state flow fluid, under a different saturations, to calculate<br />
the total volumetric flow though the network and the relative permeability.<br />
7.4 Simulating adsorptive transport within the<br />
network<br />
In order to take limited mixing, due to existence <strong>of</strong> the non-wetting phase, into<br />
account, we subdivided a drained pore body into corner units. In the case <strong>of</strong> a<br />
cubic pore body, we have eight corner units, each comprised <strong>of</strong> a corner domain<br />
together with half <strong>of</strong> the three neighboring edges (Figure 6.3a).<br />
In our formulation, the unknowns will be either concentrations <strong>of</strong> saturated<br />
pore bodies, c i , and saturated pore throats, c ij , or concentrations <strong>of</strong> edges <strong>of</strong><br />
drained pore throats, c ij,k , and corner units <strong>of</strong> drained pore bodies, c CU,i . The<br />
adsorbed mass concentration will be either adsorbed mass concentrations <strong>of</strong><br />
saturated pore bodies, s sw<br />
i<br />
, and saturated pore throats, s sw , or adsorbed mass<br />
ij<br />
, and,<br />
concentrations at SW and AW interfaces <strong>of</strong> drained pore throats, s sw<br />
ij<br />
s aw , respectively, or corner units <strong>of</strong> drained pore bodies, ssw<br />
CU,i CU,i<br />
respectively.<br />
, and, saw<br />
CU,i ,<br />
To describe the formulation, we introduce mass balance equations for a system<br />
<strong>of</strong> two drained pores connected by a drained angular pore throat, as the most<br />
general case, shown in Figure (6.3a). We assume that the flow is from corner<br />
unit j towards corner unit i through corners <strong>of</strong> drained pore throat ij. For a<br />
given corner unit (with concentration c CU,i and volume V CU,i ), we can write<br />
the mass balance equation<br />
V CU,i<br />
d<br />
dt (c CU,i) =<br />
Nin∑<br />
tube<br />
j=1<br />
N ij<br />
edge<br />
∑<br />
k=1<br />
q ij,k c ij,k +<br />
N CU,i<br />
in,edge<br />
∑<br />
n=1<br />
( ) ( )<br />
d<br />
−V CU,i dt<br />
s sw<br />
d<br />
− V<br />
CU,i CU,i dt<br />
s aw<br />
CU,i<br />
q i,n c n − Q CU,i c CU,i (7.1)<br />
where the first term on the r.h.s. is due to the mass arriving via N ij<br />
edge<br />
edges <strong>of</strong><br />
throats with flow towards the corner unit. The second term on the r.h.s.<br />
N tube<br />
in<br />
accounts for the mass arriving from N CU,i<br />
in,edge<br />
166<br />
neighboring corner units (within