Environmental Engineering Reference
In-Depth Information
+
/
the mass balance equation (Eq.
1
). Also, water and steam densities at
k
1
2,
ˁ
g
k
+
1
/
2
=
ˁ
g
k
.
6. In-situ volume fraction,
f
g
, is calculated using correlations for downward two
phase flow for different flow patterns.
7.
v
sg
is recalculated using the momentum balance equation (Eq.
2
), and the fluid
properties are reevaluated.
8. Heat loss is calculated using Eq. (
4
).
9.
v
sg
is calculated from the energy balance equation using an iterative Newton-
Raphson scheme. The
v
sg
calculated is compared against the
v
sg
assumed, and
if they are different, step 5 is repeated; otherwise, the pressure convergence at
current grid block is reviewed. If
P
sat
calculated in step 7 is different than
P
sat
assumed, then step 2 is repeated; otherwise, steps 1-9 must be done for the next
grid block until all the grid blocks are visited.
10. Equation (
6
) is solved and the results are saved in a text file. If the simulation
time has been reached, the solution process will stop, otherwise; steps 1-9 must
be repeated for a next time step.
ˁ
l
k
+
1
/
2
=
ˁ
l
k
and
are approximated as
4 Results and Discussions
In order to validate the computational code, predictions were compared against
numerical/field data reported in literature. Table
1
shows the field data parameters of
the Martha Big Pond well (Bahonar et al.
2009
), which were used to get predictions.
Figure
2
shows a comparison of predictions (flow pattern, pressure, temperature,
steam quality, and heat loss) against numerical/field data. Pressure and temperature
profiles have good agreement and small differences (smaller than 2%) were gotten
for steam quality and heat loss. Figure
2
d shows that there is not a large steam
condensation, then: (1) the hydrostatic pressure drop is small and pressure diminishes
along the well (Fig.
2
a), (2) there is annular flow along the whole well.
Ta b l e 1
Field data parameters of Martha Big Pond well (Bahonar et al.
2009
)
r
ti
0.2BTU/h ft
ⓦ
F
0.08850 ft
k
cem
r
to
0.104167 ft
ʵ
to
0.9
r
ins
No insulation
ʵ
0.9
ci
r
ci
0.166667 ft
W
4850 lbm/h
r
co
0.187500 ft
X
0.8
r
wb
0.600000 ft
P
250 psia
1BTU/hft
ⓦ
F
50
ⓦ
F
k
e
T
wh
0.0286 ft
2
/h
ʱ
e
Depth
1600 ft
0.0283
ⓦ
F/ft
g
T
Annulus pressure
14.7 psia
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