Civil Engineering Reference
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the buffer sublayer at
, according to the results of the
experiments performed by these authors.
y
+
=
20
Figure 6.28.
Contours of a) the spanwise velocity and b) the Reynolds
shear stress at
y
+
. The quantities are taken at their
respective mean square values. The domain is identical to that which is
used in Figure 6.26
=
15
and
Re
τ
=
1,100
There is another argument to be made in favor of
independence of the Reynolds number on the part of the
structures
. By combining the
continuity equation with that of the wall-normal vorticity,
we can easily show that the Fourier transform
LL
+
>>
+
that transport
uv
−
x
z
(
)
u
k yk
in
a homogeneous plane
y
is linked to the wall-normal vorticity
,,
x
z
, by
ω
y
v
u
kk
y
kk
ι
k
⎛ ⎞
∂
ι
k
[6.10]
=
x
−
z
ω
⎜ ⎟
y
2
2
2
2
+
∂
+
⎝ ⎠
x
z
x
z
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