Civil Engineering Reference
In-Depth Information
This relation is obtained using the equation of continuity
in an incompressible flow, where
⎡
⎤
⎛
⎞
∂
∂
u
⎜
⎜
⎝
i
⎟
⎟
⎠
u
=
0
⎢
⎣
⎥
⎦
k
∂
x
∂
x
⎢
⎥
k
i
Equation [2.19] can therefore be written as
∂
K
k
∂
K
k
∂
U
i
+
U
x
k
=−
u
i
u
∂
t
∂
∂
x
k
[2.28]
⎛
⎞
⎠
2
K
∂
p
ρ
+
∂
x
i
− ν
∂
u
k
∂
∂
u
k
∂
−
K
u
+ ν
⎜
⎟
k
∂
x
k
∂
x
i
∂
x
i
x
i
⎝
This equation is considerably simplified in a channel flow,
which is homogeneous in the streamwise and spanwise
directions. For example, in this case, the inertial terms
disappear. We obtain
T
K
0
=
P
K
+
+
D
K
+
N
K
− ε
K
uv
∂
U
∂
P
K
=−
y
∂
∂
T
K
=−
u
i
K
x
i
[2.29]
2
K
∂
D
K
= ν
∂
x
k
∂
x
k
1
ρ
∂
∂
N
K
=−
u
k
p
x
k
= ν
∂
u
i
∂
u
i
ε
K
∂
x
k
∂
x
k
Each term in this equation has a physical meaning of its
own. The term
P
K
is the kinetic energy production. It is by
way of this term that the turbulence is regenerated. The
terms
T
K
and
N
K
, respectively, represent the turbulent
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