Civil Engineering Reference
In-Depth Information
Figure 3.25. Spatial correspondence of the isosurfaces and the
active zones, in which the Reynolds stresses are engendered. This figure is
adapted from [CHA 00]. For a color version of this figure, see
www.iste.co.uk/tardu/wallturbulence.zip
Δ=
0
One of the simple criteria for detecting vortex structures
is the determination of low-pressure zones ([ROB 91a and b]
and Figure 3.5). Indeed, the pressure reaches a minimum
value at the center of a 2D vortex. Remember Poisson's
equation, governing the pressure field, established in
Chapter 2:
2
ρ∂ ∂
1
P
1
[3.48]
2
aa
=−
=−
P
ik
ki
xx
ρ
i
i
In light of equation [3.28], we can see that the invariant
is directly linked to
Q
1
2
[3.49]
2 Q
=∇
P
for an incompressible flow. The operator lends itself well
to the application of the Hopf maximum principle: if, in a
Δ
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