Civil Engineering Reference
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which is the sum of the viscous stress and the Reynolds
stress. We introduce the friction velocity u τ
2
ρ
u
τ
=
τ
[1.15]
0
and the internal length scale
ν
[1.16]
l
=
ν
u
τ
The values rendered dimensionless by the wall units u
τ
+ . The dimensionless form of
equation [1.14] in inner variables is
()
and l
ν
are indicated by
U
+
y
+
+
[1.17]
τ
+
=
uv
=
1
tot
+
+
y
h
Figure 1.2. Reynolds stress in wall units as a function of the distance to
the wall. The solid line represents the total stress. These results are
obtained on the basis of direct numerical s imulations in a fully developed
turbulent channel flow for
hu
τ
. (From [DOC 06])
Re
ν ==
180
τ
Thus, the total stress varies linearly with the distance
from the wall. Relation [1.17] is exact. Figure 1.2 shows the
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