Environmental Engineering Reference
In-Depth Information
When the separation requirement is specified but
N
is unknown, the above equation can
be rearranged to solve for
N
:
ln
[1
L
)]
(
y
N
+
1
−
y
1
)
(
y
1
−
y
1
)
+
L
)
−
(
mV
/
(
mV
/
N
=
.
(3.51)
ln (
L
/
mV
)
The above equations are limited to cases of constant flowrates and linear equilibrium
relationships. For situations where there are small deviations from linear phase equilib-
rium and/or changes in flow from stage to stage, the above equations can be applied
over sections of the cascade in series. For situations where this approach is not reason-
able, finite difference mathematical analysis can also be applied to equilibrium-stage
calculations.
Example 3.6: gas stream with H
2
S
Problem:
A waste-gas stream from a chemical processing facility contains 10% H
2
Sonadry
basis. The remainder is primarily N
2
. This stream cannot be discharged directly into
the environment. One approach to the removal of H
2
S prior to discharge of the gas is
to contact it with water in a staged column.
The target is 1% H
2
S in the exit gas stream. The entering gas stream is saturated
with water so there is no mass transfer of water to the gas phase. The solubility can be
described by:
y
H
2
S
=
500
x
H
2
S
.
Initially, the ratio
L
V
is set to 750 to compensate for the low solubility of H
2
Sin
H
2
O (i.e., use more water so the total amount sorbed into the liquid phase is greater).
Decide:
(a) how many equilibrium stages are needed;
(b) could this analysis be used if the entering concentration of H
2
S was larger (50%,
for example)?
Solution:
The equilibrium relationship is given. The slope of the operating line is also given. To
use the McCabe-Thiele analysis, one point on the operating line is needed. The exit
gas composition is 1% of H
2
S(
y
/
=
0.01) and the entering water does not contain any
H
2
S(
x
0). Since the points represent passing streams on one end of the cascade,
they represent one point on the operating line.
The McCabe-Thiele plot is drawn on Figure 3.31. Note that the scales are different
on each axis, based on the equilibrium relationship and operating-line coordinates.
One can step off stages starting at either end of the cascade. From the plot, it can be
seen that
four equilibrium stages
are needed.
=
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