Wave attractor is a peculiar phenomenon of the flow motion
concentration due to wave self-focusing in a specific geometry. As it was found
[1], the necessary conditions for its formation are a slope side, periodic
external forcing and density stratification
along the gravity
direction. Since the discovery of the phenomenon it became studied in
laboratory
tanks
[2][3][4][5][6][7][8][9][10] as well as numerically [11][12][13][9][14][15],
with divergence no more than 10% [11][16][12].
Despite the proposition in [1] that
attractors may present in oceans and salt lakes, their observations in nature
are still rare. One of the most demonstrative example is the investigation of
wave attractor in Luzon Strait [17][18][19]. The deepwater attractor identification
is difficult because of technically reasons, and as to those on shallower
waters, their observation is obstructed by injected energy that turns out to be
too large for attractor being stable [8].
Nonetheless, experiments and simulation
were run for attractor with linear profile (former ones because of
difficultness of salinity profile formation, latter ones tried to correspond
the numerical setup). Such condition implies that attractor, if exists, forms
through the entire depth. Numerical simulation allows to form any profile
required, hence we tried to simulate a flow with internal wave attractor
isolated by depth (existing only in a depth subrage). For attractor forms to
meet dispersion relation
|
(1)
|
where
is a buoyancy frequency,
ω
— wave frequency,
θ
— angle with the
vertical direction, one may construct salinity profile that meets this
condition only on certain depths.
This will allow to modify attractor
area regardless the basin shape. In this case, with a given external force, an
attractor will be possible
in a higher buoyancy frequency
region which is situated where the salinity sharply increases, i.e. in
halocline layer.
As the computational domain we used
trapezium-shaped area with one slope side (Fig. 1). In [1] is shown that the
selection of this simple geometry is enough for an attractor formation. The
numerical investigation can be a reliable for the numerical calculation
[14][15] shows good convergence with the laboratory experiment [2][20].
One of the necessary conditions for wave
attractor is a periodic forcing [1]. In order to provide it we reproduce a wave
maker device [21] producing a border periodic perturbation with a given amplitude
on a given frequency by a system of shafts and eccentrics [22][23], being
placed on the top side (numerically we introduce it as a boundary condition).
Two dimensional problem was solved following [16][11][12] hence it allows to
save computational resources with a minimal lack of accuracy.
Figure
1: Problem domain
Mathematically the following equation
describes the system: Navier-Stocks equation in Boussinesq approximation
|
(2)
|
salt transition equation:
|
(3)
|
|
(4)
|
and continuity equation (taking into
account incompressibility):
|
(5)
|
Here
is a presure without its hydrostatical part at
ρm,
ρm
is a fresh water density,
ρs
— dissolved salt density,
λs
— salt diffusivity coefficient.
The
x-axis
is directed horysontally (alongside the trapezium base),
y
— vertically. The domain shape on
Fig. 1.
The initial condition for velocity is zero:
Wave maker was placed at the tope produces
harmonic impact on a system via border oscillation:
|
(6)
|
where
is an upper border profile,
and
are parameters.
As soon as the border displacement
amplitude is much smaller than the domain height, the border profile condition (6)
can be rewritten into a border velocity condition in a constant domain:
|
(7)
|
On the other borders we set
For the salinity the impermeability
condition is used:
on all the boundaries. For external
force is periodic, we introduce a non-dimensional time
We ran our calculation
with the same
ω0
external force frequency as for linear salinity profile. It is
remarkable that we failed to determine attractor via ray-tracing method [2].
The problem was solved numerically using spectral element package
Nek5000
[24] providing high order
of accuracy on a 48x48 spectral element grid with constant time step. For the
postprocessing
python
3
codes were utilized.
To form the required attractor location we
use the profiles depicted on Fig. 2-3.
The first (Fig. 2) profile with mid-depth
halocline is more common for the northern basins [25][26], with a mid-depth
profile inclination because of Atlantic water; the second one (Fig. 3)
reproduces near-surface halocline as well as wind-mixed fresh water layer
[27][28][29][30]. We emphasize that we did not followed the exact scales and
reproduces only a qualitative features.
Figure
2: Mid-depth halocline profile vs linear
Figure
3: Shallow halocline profile vs linear
To make sure the attractor will form and to
fit external frequency
ω0
we ran ray-tracing procedure [2]. It allow to follow the ray
propagating according to dispersion relation 1. On the borders ray reflects so
to maintain angle with vertical. As the density gradient is not constant,
there can be zones where
ω0 / N(y) > 1,
where ray
cannot spreading because of sine range. If the ray meets such a zone, it also
reflects. The attractor can be detected visually, if ray focuses and runs
along the same trajectory many times.
For the selected geometry and different
frequencies we make a diagram of attractor existence. All the attractors
possible in the domain are hardly to be found at once, thus we concentrated on
(n, 1)
type (n
is
a number of reflection from horizons, with only one vertical and slope
reflection).
Figure
4: (n, 1)
attractors existence intervals for different halocline position
If the profile were linear, (3, 1)
would be the maximum (see [2],
Fig. 2; slice
).
The profiles with
halocline layers allow much more
.
To comprehend the situation one must take into account that
dispersion relation (1) imply that
,
otherwise there is
conventional seiche flow. As the salinity profile depends on vertical
coordinate, for a given frequency inertial wave beams may propagate in one
sub-region and not propagate in other; wherein they reflect from the layer(s)
(we shall notice that it
is a horizontal plane as
depends from
y
only. Becaus of this the attractor lives not in the whole domain
but in a narrower subregion with greater aspect ratio, which allows the
attractors
(,
1)
with greater
n
[31]. Moreover, for the salinity profiles selected (Fig. 2-3) it
turns out that the higher is the frequency, the narrover is the attractor
effective domain, and the higher
is possible. We plot attractors frequency intervals up to
for both profiles (Fig.
3).
We shall remember that ray-tracing
prediction does not mean that attractor will appear in the liquid simulation —
it may be destructed buy viscosity. To observe such structures we, on the one
hand, would like to make it as narrow as possible, for attractor being really
”trapped” in a small depths range, and on the other hand, we should maintain
its height so that it will be visible despite viscous broading. We selected (6, 1)
type with frequencies
0.608
for the mid-depth halocline
profile and
1.350
for the halocline one. The
results of ray-tracing with these frequencies are represented on Fig.5-6.
Despite there is evident attractors, it
doesn’t mean we will find them in a numerical simulation. The point is that
ray-tracing propose an infinitely thin attractor, but real
attractor
has its width which in fact depends on liquid viscosity:
[32]. The attractor on
Fig. 6 has quite small edges, and to find the structure, we had to reduce the
viscosity. It is not a cheat, because we solve the problem in a laboratory-size
domain (60cm
×
40cm)
with the external force amplitude
a0 = 0.002 cm to yield a linear regime.
As we suppose that such structures may present in ocean-scale basins, their
scales will be much larger, and thus they may appear with a conventintional
viscosity.
Figure
5: Ray-tracing, mid-depth halocline
Figure
6: Ray-tracing, shallow halocline
To isolate attractor depthly we use high
enough
for attractor lives in
high-gradient area and can’t live in that with low gradient. The high
frequencies prohibit attractor from being very oblate (for it defines the angle
with vertical, see (1)). That means that attractor cannot consist of only one
rhomboid (so-called (1,1) attractor), and will have more than 1 reflection
horizontally, or be (n, 1)
1) attractor (see [31]).
As a reference parameter we use vertical
velocity components. Fig. 7-8 show ”snapshots” of this variable. In terms of
oceanology we are interested mostly in steady regime and less in the formation
process, thus, snapshots are taken when the attractor structure is formed.
To follow the temporal evolution we
consider
in dependence on
taken in a one
particular point (Fig. 9-10, black mark). The oscillation and
long time to steady regime establishing complicate the visualization, in
contrary of the more ordinary full-sized (1,1) attractor [33].
At the beginning there is some transition
process accompanied by oscillations’ amplitude instability. We shall notice
that amplitude steadifies (stops to increase, envelope becomes nearly constant)
at the times far more that those of (1,1) attractor. It is not something
surprising hence we dealed with (n, 1)
attractor, and the higher the horizontal reflections number n,
the greater the
steadifying time [31].
Figure
7:
snapshot, mid-depth
halocline
Figure
8:
snapshot, shallow
halocline
Figure
9:
evolution, mid-depth
halocline
Figure
10:
evolution, shallow
halocline
Hence the velocities oscillate, they can be
of both positive and negative valuue (Fig. 9-10). This fact make an obstacle
for the visual structure understanding, hence the attractor, if exists, will be
of different color, which is seen on Fig. 7-8. It was not a problem for (1,1) attractor [33], it may be so in
small-scaled attractor like the considered ones. To get rid of the oscillating
colours and simultaneously take into account the other component, we plot
velocity modulus on Fig. 11-12. It represents the structure quite well, except
there are artifacts from the velocities of the area without attractors where
the fluid moves in a seiche regime (upper part).
Figure
11: Velocity modulus, mid-depth halocline
Figure
12: Velocity modulus, shallow halocline
The problem remaining is that the
velocities in form of modulus still can oscillate, and the different hydrodynamical
substructure may oscillate on different frequencies. To avoid this problem we
propose to consider a velocity modulus Hilbert transform. For the oscillation
functions it will yield an envelope.
The Hilbert transform shows a wave
attractor structure better than pure velocity (13-14). At the same time, we
shall say that the Hilbert envelope can also oscillate and in case of mid-depth
halocline layer attractor required a precise selection of the time point which
may be caused by a ’beat’ instability (see Fig. 9). This method reveals almost
no advantages in comparison with the simple velocity modulus plotting and made
us to seek for different methods.
Figure
13: Velocity Hilbert transform, mid-depth halocline
Figure
14: Velocity Hilbert transform, shallow halocline
Another way for coherent structure
identification is vortex identification methods. Despite the titled purpose —
to represent vortices — some of them may help to visualize hydrodynamical
structure. As it turns out, the better one in this sense is vorticity given by
a simple formula:
In three-dimensional case it is a vector
whose direction is a local vortex axis, but as soon as our problem is 2D the
vorticity is always orthogonal to the problem’s plane, and there is a sense to
consider only one component:
In the formulation given the method
visualize a coherent structure quite well (Fig. 15-16). To be accurate we
should say that hence the flow evolves in time, vorticity is calculated
momentarily. However it turns out to be enough for attractor representation as
the latter is seen clearly, but we emphasize that this structure is not so
obvious under a default plot setting and requires a precise plotting tuning
Figure
15: Vorticity, mid-depth halocline
Figure
16: Vorticity, shallow halocline
Other methods of the vortex identification
work with varying degrees of success. As an example we show widely-used
Q-method on Fig. 17-18. In case of
mid-depth halocline attractor it reveals some structure resembling that of the
attractor, whereas being applied to the shallow halocline profile one it yields
nothing intelligible. We do not recommend this method for attractors
visualization because of such uncertainty of the results.
Figure
17:
Q-criterion,
mid-depth halocline
Figure
18:
Q-criterion
, shallow
halocline
Wave attractor natural observance is
obstructed because of great energy input that demolishes the attractor
structure and the necessity of wide-ocean scanning which requires special
equipment and expensive on-vessel investigation. The full-depth attractros can
form in places with a specific relief that also may complicate
the problem.
Instead of full-depth sized attractors
searching there is an option for attractors situated in a narrow depth range.
We simulate the flow with certain salinity profiles which was close to real
ones found in water basins. As the attractor rays widen because of viscosity,
the smaller-cell attractor is visualized worse than a full-sized that is quite
well representable by just a velocity component plotting, hence a narrow
structure requires more complex techniques and more accurate plotting tuning.
Despite the difficulties with the
visualization (and hence the detection if not deliberately simulated), this
type of wave attractors — existing in a narrow depth range — may play not least
role in the natural attractors detection. The tidal energy injection may distort
the structure by the turbulence, but we hope with the proper visualization
approach attractor may be founded in different basins.
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