Civil Engineering Reference
In-Depth Information
The eigenvalues of the matrix on the right-hand side of
equation [5.63]
{
}
are clearly negative, which,
a priori , indicates that the solutions will decrease
exponentially over time. However, a detailed analysis of the
behavior of
1,
Re
2,
e
τ
τ
+ which is governed by
ω
y
(
)
(
)
(
)
[5.65]
+
+
+
+
+
+
ω
=
vRe
exp
t Re
+
ω
exp
2
t Re
exp
2
t Re
y
0
τ
τ
y
0
τ
τ
indicates that caution must be exercised. The expression in a
Taylor series for short times of the forcing term on the right-
hand side of the latest equation, and only of the last term,
gives us
+
3
v
(
)
(
)
[5.66]
+
+
+
+ +
+
2
vRe
exp
t Re
exp
2
t Re
=
vt
0
t
+
...
0
τ
τ
τ
0
Re
τ
This relation clearly shows that
+ grows linearly over
ω
y
(
)
time when
, because, quite precisely, the
eigenvectors of the matrix given in equation [5.63] - i.e.
+
t
O
e
τ
Φ
Φ 2
1
Re
0
1
1
[5.67]
1
2
1
+
Re
τ
τ
- are not orthogonal. On the contrary, the angle between
the eigenvectors
(
)
1
2
tends toward zero
θ
=
cos
Re
1
+
Re
τ
τ
within the boundary Re τ →∞
. Consequently, although the
individual norms
decrease exponentially
because of the stability of the eigenvalues, it is by no means
impossible for the resultant of
and
Φ
Φ
1
2
and
to increase
Φ
Φ
1
2
(
)
transiently over time when
(Figure 5.27). Thus,
transient growth may trigger nonlinear mechanisms over
time
+
t
O e
τ
(
)
if the basic flow is subcritical . If not, the
resultant mimics the temporal behavior of the larger of the
+
t
O
e
τ
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