Civil Engineering Reference
In-Depth Information
Figure 5.30.
Contours of fluctuations in streamwise velocity at t = 140
resulting from a wave packet disturbance where the parameters are
0.1
. The Reynolds number of the basic
flow is 3,005. The level of the fluctuations is
,
,
and
ε
=
l
==
l
4
p
=
2
q
=
5
p
x
z
. For a color version of
this figure, visit www.iste.co.uk/tardu/wallturbulence.zip
±
0.20
The mechanism of bypass transition is clearly nonlinear,
given that the forcing essentially stems from the wall-normal
velocity co
m
ponent which induces local mean stress
production
uv
.
Remember that the transport equation
for
the Reynolds stress in a homogeneous channel in the
streamwise and spanwise directions is
⎡
⎤
∂
uv
dU
∂
1
⎛
∂
v
∂
u
⎞
∂
⎢
⎥
=−
vv
−
uvv
+
p
+
−
up
⎜
⎟
∂
t
dy
∂
y
ρ
∂
x
∂
y
∂
y
⎢
⎥
⎝
⎠
⎣
⎦
2
∂
uv
∂
u
∂
v
+
ν
−
2
ν
2
∂
y
∂
x
∂
x
l
l
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