Two-Phase Wall Friction Model for trace computer Code



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2.
 
Original TRACE Formulation 
The TRACE code is based on a two-phase two-fluid model, 
with the following field equations for liquid and 
combined gases:
V
l

t

--------
V
l
V
l


+
1
ρ
l
---- P


C
i
1
α

(
)
ρ
l
---------------------- V
g
V
l

(
)
V
g
V
l


=
Γ
+
1
α

(
)
ρ
l
---------------------- V
g
V
l

(
)

C
wl
1
α

(
)
ρ
l
----------------------V
l
V
l

g
+
(2.1) 
and
V
g

t

---------
V
g
V
g


+
1
ρ
g
----- P


C
i
αρ
g
--------- V
g
V
l

(
)
V
g
V
l


=
Γ
+
αρ
g
--------- V
g
V
l

(
)

C
wg
αρ
g
---------V
g
V
g

g
+
(2.2) 
where C
i 
is the interfacial friction factor and C
wf
and C
wg
are wall drag coefficients, which are defined as follows: 
C
wl
=
1

α
(
)

ρ
l

C
fl
D
h
C
wg
=
α

ρ
g

C
fg
D
h
(2.3) 
C
fl
and 
C
fg
in equation (2.3) relate to the two-phase 
friction factor and are defined as follows: 
c
c
fl
f
fg
f
l
g
=
=



2
1
2
2
2
φ
φ
α
α
,
,
(
)
(2.4) 
The original TRACE code calculated the friction factor 
using the Churchill correlation [Ref. 2]. However, it 
also used a two-phase homogeneous wall drag model 
to compute the wall friction factor, and set the liquid 
and gas wall frictions to equal values. This modeling 
practice does not represent the correct physics, given 
that only the liquid is in contact with the wall in bubbly 
and annular flow regimes.
In the model development that follows, a two-phase 
friction factor,
f
2
Φ
, is defined for each phase. These 
two-phase friction factors already contain an effective 
two-phase multiplier and relate to the TRACE 
variables by equation
(2.4).
3.
 
Flow Regimes To Be Modeled 
The flow regimes to be modeled are (1) annular/mist, 
(2) bubbly/slug, (3) bubbly/slug with wall nucleation
and (4) bubbly/slug with “hot wall.” In addition, the 
model must allow for transitions between these 
regimes using the following simple criteria: 
α

0.9

annular/mist 
α

0.8

bubbly/slug 
0.8
<
α
<
0.9

transition 
from 
bubbly/slug 
to annular/mist 
4.
 
Annular/Mist Flow Regime 
This section begins by describing the two-phase wall 
drag model for pure annular flow. It then examines 
the complications arising from the presence of 
entrained drops or a partially wetted condition. 
Pure Annular Flow 
Annular flow is the most amenable to analytical 
modeling and, hence, provides a good starting point.
The available literature offers a profusion of two-phase 
multipliers to account for the enhancement of wall drag.


Copyright © 2005 by CNS 

The multiplier used here applies to the “liquid phase flowing 
alone,” as follows: 
Φ
l
2
=
dP
dz
f




dP
dz
f




l
(4.1) 
where 
dP
dz
f






l
=
4

f
l
D
h

1
2

G
l
2
ρ
l
(4.2) 
G
l
is the mass flux of the liquid, and 
f
l
is the single-
phase friction factor for the liquid phase flowing alone.
That is, use a standard formula for the friction factor as 
a function of the Reynolds number, and define the 
liquid Reynolds number as follows: 
Re
l
=
G
l

D
h
µ
l
(4.3) 
Annular flow theory then gives the two-phase multiplier 
as follows: 
Φ
l
2
=
1
1

α
(
)
2
(4.4) 
For the new TRACE model, the friction factor for the 
annular flow regime proposes to use a power law 
combination of the laminar and turbulent values: 
f
film
=
f
lam
3
+
f
turb
3
(
)
(4.5) 
where the laminar value is that for pipe flow 
f
lam
=
16
Re
l
(4.6) 
and the turbulent (by Haaland’s explicit approximation 
to the Colebrook equation) is as follows: 
f
turb
=
1
3.6

log
10
6.9
Re
l
+
ε
D
3.7




1.11














2
(4.7) 
Note that the roughness effect has not been conclusively 
established for annular flow. It is included here to 
provide a continuous description with that for single-
phase flow. 
With the friction factor defined by equation (4.5), 
the two-phase friction factors for annular flow are 
as follows: 
f
2
Φ
,l
=
f
film
f
2
Φ
g
=
0
(4.8) 

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