Environmental Engineering Reference
In-Depth Information
where we have defi ned the factor
f
A
:
′
P
CO
f
=
2
A
Lj
θ
F
And for N
2
we have, using the mass balance in the fl ue gas:
(
)
fp
1
−
x
AF
CO ,
F
2
x
=
NP
,
∗
2
fp
+α
AP
As CO
2
and N
2
are the only components, the sum of these mole fractions
should add up to 1 in the permeate:
(
)
1
−
x
f p
x
f p
CO ,
FAF
CO ,
FA F
2
x
+
x
=
2
+
=
1
CO ,
PNP
,
fp
+
1
2
2
∗
fp
+α
AP
AP
This equation can be rearranged to give a quadratic equation in
f
A
:
(
)
(
(
)
(
(
)
)
)
22
∗
∗
∗
pp
−
p f
+ − α +
1
p
+
1
+ α −
1
x
p f
− α
=
0
FP
P A
P
CO ,
F
F A
2
α
∗
=
For
1 this equation has as solution:
1
(1)
f
=
pp
A
−
F
p
If we use this as a reference, we can defi ne the relative area:
A
A
f
A
=
()
()
1
1
f
A
These equations can be solved easily. In
Question 7.3.1
you are asked
to compare the approximate solution with the numerical solution for non-
zero stage cut as is shown in
Figure 7.3.2
.
We cannot obtain a concentration of CO
2
in our permeate higher than
0.5. In fact, this result is even
independent
of the performance (i.e., per-
meance) of our membrane. To better understand this, let us look at the
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