Environmental Engineering Reference
In-Depth Information
Fig. 4.5
Slip velocities. Courtesy Schlumberger (data from Zuber & Findlay 1965)
Figure
4.6
shows a section of pipe with internal cross-sectional area A, in which
a mixture of oil and water is flowing. The velocity of the water is
V
w
. The velocity
of the oil is
V
o
. Since the oil is traveling faster by an amount
V
s
, the slip velocity, we
may write
=+.
The flow rates are
q
w
and
q
o
. If we define
y
w
as the fraction of the cross-sectional
area taken up by the water, we may write:
VVV
o
w
s
qyAV
w
=
,
w
w
=
(
)
q
1-
y AV
,
o
w
o
=+
(
)
.
qqq
t
totalflow
o
w
Combining all these equations it is possible to derive an expression for
y
w
:
(
)
±
(
)
+
2
AV q
-
q
-
AV
4
qAV
s
t
t
s ws
.
That is, we find that
y
w
, the fraction of the pipe area actually occupied by water, is a
quadratic function of the actual water cut. Figure
4.7
shows a plot of
y
w
, the water
holdup, against total flow as a function of water cut for flow in a 6-in. ID pipe. Note
that, for example, with a 50 % water cut at a flow rate of 200 B/D some 90 % of the
pipe area is in fact occupied with water.
y
=
w
2
AV
s
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