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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

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