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	<entry>
		<id>https://www.wikiwaves.org/index.php?title=Category:Wave_Scattering_in_the_Marginal_Ice_Zone&amp;diff=6156</id>
		<title>Category:Wave Scattering in the Marginal Ice Zone</title>
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		<updated>2007-12-30T22:25:53Z</updated>

		<summary type="html">&lt;p&gt;OugetDelno: lidelrelc&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;ouacel&lt;br /&gt;
= Introduction =&lt;br /&gt;
&lt;br /&gt;
[[Image:MIZ1.JPG|thumb|right|600px|[[Vernon Squire]]]]&lt;br /&gt;
&lt;br /&gt;
The marginal ice zone (MIZ) is an interfacial region that forms at the boundary of the&lt;br /&gt;
open and frozen oceans. Essentially it is a the region which is neither open ocean&lt;br /&gt;
or frozen ocean, consisting of a patchwork of ice floes and open water. Wave processes are very&lt;br /&gt;
important in the MIZ because waves facture the continuous ice and simultaneously&lt;br /&gt;
the region of broken ice scatters wave energy protecting the interior of the ice from&lt;br /&gt;
further wave induced fracture.&lt;br /&gt;
The major way in which&lt;br /&gt;
the open ocean interacts&lt;br /&gt;
with the continuous ice is through wave induced breaking, &lt;br /&gt;
and it is this process which produces the MIZ. &lt;br /&gt;
However, wave action does not break up the continuous ice over an infinite&lt;br /&gt;
distance. Instead, the wave energy is dissipated by scattering from the ice&lt;br /&gt;
floes which have formed in the MIZ. The MIZ is thus formed by wave&lt;br /&gt;
induced breaking of the continuous ice and simultaneously shields the&lt;br /&gt;
continuous ice from breaking. There are two aspects which need to be&lt;br /&gt;
understood to model this process: the first is the wave induced breaking of&lt;br /&gt;
the continuous ice, and the second is the wave scattering in the MIZ&lt;br /&gt;
[[Squire_Duggan_Wadhams_Rottier_Liu_1995a|Squire et. al. 1995]]. &lt;br /&gt;
&lt;br /&gt;
The experimental studies of&lt;br /&gt;
wave propagation in the MIZ reported in \cite{directional86} and&lt;br /&gt;
\cite{attenuation88} have shown the following features. &lt;br /&gt;
There is strong exponential attenuation of energy, which decreases as&lt;br /&gt;
the wave period increases. From a narrow directional spectrum at &lt;br /&gt;
the ice edge the&lt;br /&gt;
wave field broadens and becomes isotropic as it evolves with increasing&lt;br /&gt;
distance into the MIZ.&lt;br /&gt;
&lt;br /&gt;
= Structure of the MIZ =&lt;br /&gt;
&lt;br /&gt;
The MIZ is generally tens to hundreds of kilometers deep. The structure varies&lt;br /&gt;
dramatically depending on incident wave energy, wind, ice structure etc.&lt;br /&gt;
Generally is can be divided into bands with floe size increasing with penetration&lt;br /&gt;
depth into the MIZ.&lt;br /&gt;
&lt;br /&gt;
= Models for Wave Scattering =&lt;br /&gt;
&lt;br /&gt;
== Mass Loading Model ==&lt;br /&gt;
&lt;br /&gt;
The [[Mass Loading Model of Ice]] simply includes the effect of the ice cover by adding an additional mass term. &lt;br /&gt;
&lt;br /&gt;
== Eddy Viscosity Model ==&lt;br /&gt;
&lt;br /&gt;
Model proposed by [[Weber 1987]] is based on a two layer fluid (this ice being the second layer). The top layer is a viscous Newtonian fluid. &lt;br /&gt;
&lt;br /&gt;
== Floe Collision Models ==&lt;br /&gt;
&lt;br /&gt;
Models based on floe collisions have been proposed by [[Shen and Squire]]&lt;br /&gt;
&lt;br /&gt;
== Elastic Plate Models ==&lt;br /&gt;
&lt;br /&gt;
Large ice floes can be modelled as a [[:Category:Floating Elastic Plate|Floating Elastic Plate]] see [[Ice as a Thin Elastic Plate]] for more details, (this idea goes back &lt;br /&gt;
more than 100 years). For this reason much of the study of wave-interaction with floating thin plates&lt;br /&gt;
has been motivated by the application to ice floes. However, there is a discussion of this&lt;br /&gt;
problem in [[Stoker_1957| Stoker 1957]] in relation to breakwaters and more recently there has been a very large&lt;br /&gt;
study of this problem (especially, but by no means exclusively in Japan) motivated by the&lt;br /&gt;
marine engineering application to [[VLFS]].&lt;br /&gt;
&lt;br /&gt;
The problem of wave scattering by a floating elastic plate of shallow draft is well understood&lt;br /&gt;
and the major challenge in geophysics is to try and understand the scattering of wave energy&lt;br /&gt;
and how this is related to the small scale scattering. The problem can be divided into&lt;br /&gt;
two and three-dimensional models.&lt;br /&gt;
&lt;br /&gt;
== Two Dimensional Model ==&lt;br /&gt;
&lt;br /&gt;
[[Image:SetPlatesTheta.jpg|thumb|right|600px|Figure 1]]&lt;br /&gt;
&lt;br /&gt;
Figure 1: Schematic diagram of a wave propagating through a set of elastic plates.&lt;br /&gt;
&lt;br /&gt;
Two dimensional wave scattering models in the MIZ have generally been studied in the context of a two-dimensional fluid covered by a finite number of elastic plates of possibly different properties. The problem is assumed to be invariant in the y direction, therefore reducing the problem to the dimensions in the x and z directions (Figure 1). The simplest problem to consider is one where there are only two semi-infinite plates of identical properties separated by a crack. A related problem in acoustics was considered by [[Kouzov_1963a|Kouzov 1963]] who used an integral representation of the problem to solve it explicitly using the Riemann-Hilbert technique. Recently the crack problem has been considered by [[Squire_Dixon_2000A|Squire and Dixon 2000]] and [[Williams_Squire_2002A|Williams and Squire 2002]] using a Green function method applicable to infinitely deep water and they obtained simple expressions for the reflection and transmission coefficients. [[Squire_Dixon_2001a|Squire and Dixon 2001]] extended the single crack problem to a multiple crack problem in which the semi-infinite regions are separated by a region consisting of a finite number of plates of finite size with all plates having identical properties.  &lt;br /&gt;
[[Evans_Porter_2005a|Evans and Porter 2005]] further considered the multiple crack problem for finitely deep water and provided an explicit solution. &lt;br /&gt;
&lt;br /&gt;
In parallel to the crack problem, the more challenging problem of two semi-infinite plates&lt;br /&gt;
of different properties was considered. The first significant work on this problem was by [[evans_davies_1968a|Evans and Davies 1968]] who present a solution method for evaluating the transmission and reflection of waves, in finitely deep water, propagating from a semi-infinite region of open water into a semi-infinite region of a floating elastic plate.&lt;br /&gt;
&lt;br /&gt;
Although much simpler,  the two-dimensional models have a number of advantages over the three-dimensional models, the most important being that it is much less computationally demanding. We also believe that a simple model is the best place to begin to make comparisons with data and to test and debug the more sophisticated models.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
[[Two-Dimensional Multiple Elastic Plate MIZ Wave Scattering Model]]&lt;br /&gt;
&lt;br /&gt;
== Three Dimensional Models ==&lt;br /&gt;
&lt;br /&gt;
The most through study of this problem&lt;br /&gt;
was by [[Masson_LeBlond_1989a| Masson and LeBlond 1989]] who used transport theory to derive&lt;br /&gt;
and equation for energy transport. [[Meylan_Squire_Fox_1997a | Meylan, Squire  and Fox 1997]] independently derived a method&lt;br /&gt;
based on the [[Linear Boltzmann Equation]] and an adhoc arguement. [[Meylan_Masson_2006a | Meylan and Masson 2006]] have shown&lt;br /&gt;
that these two methods are nearly identical and have derived a [[Linear Boltzmann Model for Wave Scattering in the MIZ]]&lt;br /&gt;
&lt;br /&gt;
[[Category:Polar Regions]]&lt;/div&gt;</summary>
		<author><name>OugetDelno</name></author>
	</entry>
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