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
Search WWH ::




Custom Search