Civil Engineering Reference
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approximations, which we are about to develop, are based on
an important peculiarity concerning the order of magnitude
of
u
,
v
and
w
. The continuity equation for the fluctuating
components is written thus:
∂∂∂
∂∂ ∂
u
v w
x
++ =
0
y
z
However, a structure responsible for turbulent
fluctuations has no prevailing direction (in a rough sense),
and its characteristic scales in the three directions are,
locally, of the same order of magnitude
l
l
≅≅=
l
l
x
y
z
needs to be interpreted as being
of the order
of
rather than
approximately equal to
. The continuity
equation thus implies
The symbol
≅
′
′
′
uvw
′
≅≅ =
u
(Figure 1.3). The order of magnitude of the fluctuations is,
therefore, estimated by
2
2
′′
′′
≅ <
∂
uu
∂
uv
′
′
u
u
≅
∂
x
L
∂
y
δ
because
L
. It follows that
δ <<
2
2
∂
UU
x y
PP
PPx
y
∂
<<
∂
2
∂
2
∂
∂
()
<<
⇒
=
∞
∂
∂
x
1
dP
dU
−
∞
=
U
∞
∞
ρ
dx
dx
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