Civil Engineering Reference
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0 for an incompressible turbulence. For
an axisymmetrical turbulence whose axis of symmetry is x ,
the invariants I 2 and I 3 are reduced to
The invariant I 1 =
1
2
2
2
2
I
=−
b
+
b
+
b
+
2
b
2
rr
xx
θ
rx
2
[2.82]
2
I
=
bbbb
3
rr
xx
rx
θθ
All the “realizable” 20 states of the turbulence are found in
the region delimited by the Lumley triangle (boundaries
included). The eigenvalues [2.80] outside of the triangle are
either negative or complex, and are not “realizable”. The
point I 1 =
0 clearly corresponds to isotropic turbulence.
Supposing that the structural state of the turbulence from
the origin is axisymmetrical with b rx
I 2
=
0 and b rr
, two
=
=
b
θθ
situations will arise. Equation [2.82] is thus reduced to
(
)
3/2
I
=−
2
I
3
3
2
[2.83]
(
)
3/2
I
=−
2
I
3
3
2
3/2
The curve I 3
(
)
0 extends until the components
=
2
I 2
3
>
become small and disappear, eventually reaching a
configuration with a single component. Conversely, the
components b rr
b rr
=
b
θθ
3/2
0 ,
leading to an axisymmetrical state with two Reynolds stress
components. The upper part of the “triangle” connects the
stress state to a component by way of the relation
I 3 =−
dominate on the line I 3
(
)
=
b
θθ
=−
2
I 2
3
<
(
)
, as shown in Figure 2.26.
1/9
+
I 2 /3
20 See [LUM 78, pp. 131-133] for a detailed discussion.
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