Civil Engineering Reference
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in the Reynolds equation. As previously indicated, and a
fortiori in the above representation, it is clear that
ρ
uv
plays the physical role of a stress. The R ey nolds stress is
positive in a flow where the gradient
∂∂>
Uy
0
, and it
increases the total stress.
Thus, the stress
is added to the viscous stress to
ρ
uv
yield the total stress
τ
. One typical way to model
is
ρ
uv
tot
to link it to the average gradient Uy
, because, without
shear, no turbulence is produced. We then introduce a
fictitious viscosity,
∂∂
()
, called the eddy (or turbulent)
viscosity, and express the Reynolds stress as
ν
t y
U
()
[1.23]
−=
uv
ν
y
t
y
()
is not strictly linked to vortices,
although coherent vortex structures, particularly near to the
wall, play an important part in generating turbulence. The
turbulent viscosity is not a physical property of the fluid -
far from it. It is not a constant, and varies spatially. There is
no universal model for
The eddy viscosity
ν
t y
()
, and it depends on the
phenomenology of the particular flow.
ν
t y
Thus, the total stress can be written as
U
()
τ
=
ρνν
+
y
tot
t
y
Essentially, we can distinguish two zones in a wall layer,
depending on whether the eddy viscosity is greater or lesser
than the kinematic viscosity. The kinematic viscosity is
predominant in a confined sublayer near to the wall, where
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