Environmental Engineering Reference
In-Depth Information
The maximum separation can be obtained if we use vacuum on the
permeate side. Thus we defi ne an ideal separation factor
α
*
, if we
assume that the permeate pressure is zero
:
′
′
PA
PA
CO
N
2
p
2
p
CO ,
R
N
,
R
L
L
2
2
′
P
HD
CO
CO
CO
∗
α
=
=
2
=
2
2
CO ,
N
x
/x
HD
22
′
P
CO ,
R
N
,
R
N
N
N
2
2
2
2
2
This equation shows that the ideal separation factor is given by the ratio
of the permeabilities of the material.
Section 3
Separating flue gasses
Let us focus on the separation of fl ue gasses. We will discover that the low
concentration of CO
2
and the enormous fl ow rates make this design a chal-
lenging task. We will follow the analysis of Merkel
et al
. [7.1]. It is worth not-
ing that membranes are also used for other separations. Examples include
the separation of H
2
and CO
2
, which is important in the context of the IGCC
process, and for the separation of CH
4
and CO
2
. We refer to the literature for
details on these applications. In the remainder of this section, we focus on
the separation of CO
2
from fl ue gasses in coal-fi red power plants.
Single-stage separation
To better understand the performance of a membrane for fl ue gas appli-
cations, let us consider the design of a simple one-stage separation
shown in
Figure 7.3.1
.
Table 7.3.1
lists some typical values we need for
our design of a fl ue gas separation system. To illustrate a design issue,
we assume that we can change the permeability of nitrogen in our
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