Geoscience Reference
In-Depth Information
Implicit simulation of the dissipation in one-phase-medium models is handled by means
of what Zakharov et al. ( 2007 ) call pseudo-viscosity. Techniques can be different, but
the idea is to take the extra energy from the system by artificial means which have the
same overall and long-term effect as would the dissipation due to breaking and other
effects.
Such a technique is described in detail in Chalikov & Sheinin ( 2005 ) and Chalikov &
Rainchik ( 2011 ). The authors employ two types of dissipation, what they call 'tail dissi-
pation' and 'breaking dissipation'. The tail dissipation in a way mimics viscosity which
absorbs the energy fluxes from large to small scales (see e.g. Zakharov & Zaslavskii , 1982 ,
and Section 7.1.2 ). If not attended to, this energy can accumulate at large wavenumbers,
close to the truncation number M , and corrupt the numerical solution.
In order to prevent this, in Chalikov & Rainchik ( 2011 ) 'tail dissipation' was added to
the right-hand sides of (4.7) and (4.8) / (4.14) in Fourier space:
∂η k
∂τ
=− μ k η k ,
(7.2)
∂φ k
∂τ
=− μ k φ k .
(7.3)
Here,
μ k is a damping coefficient such that
rM |
2
k
|−
k d
if
|
k
| >
k d ,
μ k =
M
k d
(7.4)
0
if
|
k
|≤
k d .
Tuning parameters k d
25 were chosen in Chalikov & Rainchik ( 2011 ),
and little sensitivity of the outcomes to reasonable variations of these parameters was
found. Such a model of tail dissipation is quite straightforward and physical; an increase
of the truncation number M shifts the dissipation towards higher wavenumbers, and in any
case modes at
=
M
/
2 and r
=
0
.
k d are not affected.
Modelling explicitly the dissipation due to breaking, however, represents a considerable
challenge. As discussed in Section 4.1 , there are both mathematical and physical reasons
why potential models cannot go far beyond the breaking-onset point in time or space.
But the breaking is a regular occurrence at the scale of tens of wave periods/lengths or
less in a wave train/field with background steepness ak
|
k
| <
1, and this is the typical
steepness of natural wave trains. Therefore, some realistic breaking-dissipation means have
to be developed in order to model phase-resolvent evolution of wave trains at the scale of
hundreds/thousands of periods, which is the typical scale for such evolution in deep water
in the field.
Chalikov & Sheinin ( 2005 ) and Chalikov & Rainchik ( 2011 ) used the concept of pre-
venting instability, borrowed from atmospheric models of free convection, and developed
an algorithm of breaking parameterisation based on smoothing the interface when indi-
cations are that it is becoming too steep and the instability can develop. The differential
0
.
 
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