Environmental Engineering Reference
In-Depth Information
the oldest and simplest technique for evaluating gas hold-up. It consists of measur-
ing the hydrostatic pressure at two points in the collection zone, distant Δ
L
cm. If
P
1
and
P
2
are the corresponding pressure values and ρ
sl
is the average density of the
pulp between the two sensors, then the gas hold-up is calculated through
100
1
P
1
−
P
2
=
−
.
ε
gP
(6.9)
ρ
sl
·
g
·
Δ
L
Since the slurry density value ρ
sl
is hard to measure in industrial columns, the
practical implementation of this method requires assuming a constant value,
e.g.
,
feed or tail density. However, this fact could lead to erroneous estimates in practice
as indicated hereafter.
When comparing this method with the conductivity-based one for two- and three-
phase system in a well-controlled laboratory column, Nu nez
et al.
[37] observed
that for the two-phase case, both methods gave similar results whereas for the three-
phase system the pressure-based method provided continuously varying estimates as
a result of the assumption of a constant slurry density used in the air hold-up calcu-
lation. This was clearly observed when the column solid content changed as the fed
pulp replaced the initial water-only content, in that the ε
gP
estimate reflected this
pulp-density effect whereas the conductivity-based estimate ε
gK
was not affected.
During time periods where test conditions were stable, both methods provided con-
sistent estimates not identical but having the same trend, as the respective sensors
were installed at different column positions.
0.4
J
b
= J
wt
− J
wf
J
b
= a
ε
ww
+b
0.3
0.2
0.1
0
−0.1
0
20
40
60
80
100
120
140
time (min)
0.3
0.2
0.1
0
J
b
= J
wt
− J
wf
J
b
= a
ε
ww
+b
−0.1
0
20
40
60
80
100
120
140
160
180
time (min)
Figure 6.5
Dynamic bias estimation
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