Environmental Engineering Reference
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t 1
(a)
t 2
(b)
t 3
(c)
Figure 3.29. Schematic representation of noise-induced transport. At time t 1 the
noise is weak and particles are concentrated in the well A. When the noise becomes
dominant (time t 2 ), particles spread across the potential barriers. Finally, when the
noise is again reduced (time t 3 ), the asymmetry of the potential means that particles
tend to accumulate more in the well located to the right of well A. Thus a net positive
current
˙
φ
occurs.
where A
<
1 and sign(
·
)isthe signum function [i.e., sign( z )
=
1if z
>
0; sign( z )
=
0]. Equation ( 3.75 ) expresses a steplike behavior, with noise intensity
jumping between 2 s gn T (1
1if z
<
A )and2 s gn T (1
/2. It is possible
to demonstrate ( Reimann , 2002 ) that, in this case, for a large set of parameters,
+
A ) every half-period
T
˙
φ =
.
0
(3.76)
These conditions are associated with the occurrence of net transport.
To understand the physical mechanisms causing net transport, we consider the case
in which (i) T (1
T (1
V is the height of the potential
barrier (defined as in Fig. 3.17 ), and (ii) the noise intensity has a period
A )
V
+
A ), where
greater than
the time scale of the intrawell deterministic dynamics (see Subsection 3.3.1 ). Under
these conditions, the dynamics of
T
can be schematized as an alternation of the three
phases, sketched in Fig. 3.29 : When the noise level is low, the deterministic component
of the dynamics prevails. Thus the values of
φ
tend to concentrate in correspondence
to the minima of the potential [see Fig. 3.29 (a)]. Conversely, during the phase with
high noise levels, the dynamics are dominated by the random component, whereas
the shape of the potential has only a weak effect on the process. In these conditions
φ
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