Civil Engineering Reference
In-Depth Information
coordinate axes, in which case the expression of the
dissipation is
⎡
⎤
2
2
2
⎛
⎞
⎠
⎛
⎝
⎞
⎛
⎝
⎞
= ν
∂
u
k
∂
∂
u
k
∂
∂
u
∂
v
∂
w
∂
⎢
⎥
*
ε
K hom
x
i
=
2
ν
+
+
+
⎜
⎟
⎜
⎟
⎜
⎟
⎥
x
i
∂
x
⎠
∂
y
z
⎠
⎝
⎣
⎦
[2.41]
⎡
⎤
2
2
2
2
2
2
⎛
⎞
⎛
⎞
⎛
⎞
⎠
⎛
⎝
⎞
⎛
⎞
⎠
⎛
⎝
⎞
∂
u
∂
v
∂
u
∂
w
∂
v
∂
w
∂
⎢
⎥
+
ν
+
+
+
+
+
⎜
⎟
⎜
⎟
⎜
⎟
⎜
⎟
⎜
⎟
⎜
⎟
∂
y
⎝
∂
x
∂
z
⎠
⎝
∂
x
∂
z
⎠
y
⎝
⎠
⎝
⎠
⎣
⎦
It is easy to show that the homogeneous enstrophy is
directly linked to
(
)
*
[2.42]
ωω
=
νε
i
i
K hom
hom
Using DNS in a channel with a low Reynolds number,
[ANT 91] showed that local homogeneity is an acceptable
hypothesis in wall turbulence for the case of dissipation, and
that
≈ ε
K ho
*
constitutes a good approximation. In light of
equation [2.51], the ratio
ε
*
i
+
/
*
+
is near to 1 throughout
ω
ω
ε
i
K
the channel (Figure 2.9)
*
ε
*
Figure 2.9.
Distribution of a)
and b)
ε
in a turbulent channel flow
Re=180
(solid line) and 360 (dotted line) according to [ANT 91].
The ratio of the enstrophy to the dissipation in inner variables is near to
1 c). This figure is adapted from [ANT 91]
K hom
when
τ
Search WWH ::
Custom Search