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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