download pdf version of PhD book - Universiteit Utrecht
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8. Numerical scheme<br />
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .<br />
8.3.3 Two sites kinetic adsorption<br />
For a pore throat with two sites kinetic, the mass balance equation may be<br />
written as<br />
d<br />
(<br />
)<br />
V ij,k<br />
dt (c ij,k) = |q ij,k | c CU,j − |q ij,k | c ij,k − V ij,k αij<br />
sw KD,ijc sw<br />
ij,k<br />
− s sw<br />
ij,k<br />
− V ij,k αij<br />
aw (<br />
K<br />
aw<br />
D,ij c ij,k − s aw )<br />
ij,k<br />
(8.30)<br />
From this point, we drop the superscript <strong>of</strong> t+∆t, and only we show superscript<br />
for time t, such as c t ij,k . kinetic adsorption for corner kth <strong>of</strong> a drained pore body<br />
may be written as<br />
ds β ij,k<br />
dt<br />
= α β ij<br />
(<br />
)<br />
K β D,ij c ij,k − s β ij,k<br />
; β = sw, aw (8.31)<br />
solving for concentration <strong>of</strong> adsorbed mass<br />
s β ij,k = αβ ij Kβ D,ij ∆t<br />
1 + α β ij ∆t c ij,k +<br />
1<br />
1 + α β ij ∆tsβ,t ij,k<br />
; β = sw, aw (8.32)<br />
we substitute the Equation (8.32) into pore throat mass balance Equation (8.30)<br />
to get<br />
( )<br />
c ij,k<br />
− c t ( )<br />
ij,k<br />
V ij,k = q ij,k c<br />
∆t<br />
j<br />
− c ij,k −<br />
(<br />
V ij,k α sw<br />
ij<br />
− V ij,k α aw<br />
ij<br />
KD,ijc sw<br />
ij,k − αsw ij Ksw D,ij ∆t<br />
(<br />
1 + αij sw∆t<br />
c ij,k −<br />
KD,ijc aw<br />
ij,k − αaw ij Kaw D,ij ∆t<br />
solving for c ij,k and rearranging gives<br />
[<br />
c ij,k = 1 q ij,k ∆t<br />
c<br />
B ij,k V j<br />
+ ∆tαsw ij<br />
ij,k 1 + α sw<br />
where<br />
B ij,k = 1 + q ij,k∆t<br />
V ij,n<br />
+ ∆tα sw<br />
ij K sw<br />
1 + αij aw∆t<br />
c ij,k −<br />
ij ∆tssw,t ij,k +<br />
D,ij − αsw2 ij<br />
K sw<br />
D,ij ∆t2<br />
1 + α sw<br />
190<br />
ij ∆t<br />
)<br />
1<br />
1 + αij sw∆tssw,t<br />
ij,k<br />
1<br />
1 + αij aw∆tsaw,t<br />
ij,k<br />
)<br />
]<br />
∆tαaw ij<br />
1 + αij aw∆tsaw,t<br />
ij,k<br />
+ ct ij,k<br />
+ ∆tα aw<br />
ij K aw<br />
D,ij − αaw2 ij<br />
(8.33)<br />
(8.34)<br />
K aw<br />
D,ij ∆t2<br />
1 + α aw<br />
ij ∆t