Environmental Engineering Reference
In-Depth Information
V
φ
0.4
0.2
2 φ
2
1
1
0.2
Figure 3.17. Typical shape of a bistable potential. In particular, the figure refers to
V
4
2
= φ
/
4
φ
/
2; the minima are at
φ m , 1 =−
1 and
φ m , 2 =
1, and the height of the
potential barrier, situated at
φ b =
0, is
V
=
1
/
4.
Figure 3.17 shows an example of bistable potential, with the two minima,
φ m , 1 and
φ m , 2 , separated by a potential barrier of height
V , situated at
φ = φ b . In this case the
4
2
potential is V (
φ
)
= φ
/
4
φ
/
2. In the absence of stochastic and periodic forcings,
the dynamics of the variable
φ
are described by
d
d t =−
d V
d
2 )
= φ
(1
φ
.
(3.57)
φ
Depending on the initial condition, the system will tend to either one of the two
stable states (see Fig. 3.18 ) associated with the minima
φ m of the potential (i.e.,
φ m , 1 =−
1 in this example). The dynamics within each potential well
are characterized by the time scale typical of the process close to the minimum; this
time scale is proportional to
1and
φ m , 2 =
d 2 V
d
1
φ = φ m
=
t iw
(3.58)
φ
2
and can be assumed as the intrawell relaxation time. In example ( 3.57 )wefind
t iw =
1
/
2.
2 φ
t
1.5
1
0.5
t
0.5
1
1.5
2
2.5
3
0.5
1
1.5
2
Figure 3.18. Examples of time trajectory for nonforced dynamics regulated by
Eq. ( 3.57 ). The different curves correspond to different initial conditions.
 
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