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Alternatively, the maximum flow velocity can be used (Kowalewski,
1980):
v max 1
r
R
n
1 n
v
=
+
(3.18)
Yet another approach to determine n is to use the wall shear rate ˙
γ w ,
which can be expressed using the flow rate Q as:
3 n
4 Q
π
+
1
γ
=
˙
(3.19)
w
4 n
R
3.6.3
Herschel-Bulkley fluid model
The analysis in the previous section can be extended to other rheological
models such as Herschel-Bulkley with the yield stress
τ 0 :
n
τ = τ 0 +
K ˙
γ
(3.20)
The corresponding equation for the velocity is given by:
n 1
n
R
1 +
r
R
1 +
1
1
n
1
nR
P
2 LK
R R
R R
v
=
(3.21)
+
1
n
in which r
P is the radius of the plug, which
can also be determined directly from the flow profile (Dogan et al. ,
2003b). The local shear rate and viscosity are respectively given by
>
R
and R =
2 L
τ 0 /
1
n
P
2 LK
R ) n
γ =
˙
( r
(3.22)
K
1
1
n
τ ˙
P
2 LK
r
η =
=
(3.23)
γ
R ) n
( r
3.6.4
Other models
Power law and Herschel-Bulkley are the two most often applied models,
but literature also describes the use of Ellis (Wunderlich and Brunn,
1999), Casson (Dogan et al. , 2003b), Eyring (Dogan et al. , 2005b) and
Sisko (Birkhofer, 2007; Wiklund, 2007) models.
 
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