Environmental Engineering Reference
In-Depth Information
After Stage 1, we can assume constant flowrates. Hence, the Kremser equation,
Equation (3.51), can be applied:
ln x b
ln x b
x b
x a
N
=
.
x b
x a
x a
x a
So,
ln 4
10 1 ln 4
10 1
10 4
10 3
10 4
10 1
.
5
×
1
.
2
×
.
5
×
1
.
0
×
N
=
=
4
.
6
.
.
×
10 2
.
×
.
×
10 3
.
×
3
9
1
0
1
2
1
0
=
Rounding up to the next integer N
5. Including Stage 1, the number of equilibrium-
limited stages is six.
10 − 4
( S -150)kg hr
x =4.5
×
x =0.05 Extract
S kg hr
x =3.0× 10 −3
100kghr Diluent
Raffinate
Stage N
Stage 1
x =0.25wax
Figure 5.29 Schematic solvent flow diagram, Example 5.7.
650 kg hr
x a = ?
500 kg hr
x = 0.05
x b =4.5× 10 −4
650 kg hr
Extract
Raffinate
250 kg hr
x *
250 kg hr
x a =0.1
100 kg hr
x a =0.25
Diluent
= ?
Stage N
Stage 1
Figure 5.30 Redrawn schematic for Example 5.7.
5.12
Remember
Extraction is a UNIT OPERATION. Regardless of what chemicals are being separated,
the basic design principles for extraction are always similar.
The assumption that stages in an extraction column are in equilibrium allows calculations
of concentrations and temperatures without detailed knowledge of flow patterns and heat
and mass transfer rates. This assumption is a major simplification.
Extraction requires different solubilities of the solute in the two liquid phases. It also
requires that the two phases have different densities so that they may also be separated.
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