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
 
Search WWH ::




Custom Search