<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD Journal Publishing with OASIS Tables v3.0 20080202//EN" "journalpub-oasis3.dtd">
<article xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:oasis="http://docs.oasis-open.org/ns/oasis-exchange/table" dtd-version="3.0">
  <front>
    <journal-meta>
<journal-id journal-id-type="publisher">OS</journal-id>
<journal-title-group>
<journal-title>Ocean Science</journal-title>
<abbrev-journal-title abbrev-type="publisher">OS</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Ocean Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">1812-0792</issn>
<publisher><publisher-name>Copernicus Publications</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>

    <article-meta>
      <article-id pub-id-type="doi">10.5194/os-12-1269-2016</article-id><title-group><article-title>Generation of large-scale intrusions at baroclinic fronts: an analytical
consideration with a reference to the Arctic Ocean</article-title>
      </title-group><?xmltex \runningtitle{Generation of large-scale intrusions at baroclinic fronts}?><?xmltex \runningauthor{N.~Kuzmina}?>
      <contrib-group>
        <contrib contrib-type="author" corresp="yes" rid="aff1">
          <name><surname>Kuzmina</surname><given-names>Natalia</given-names></name>
          <email>kuzmina@ocean.ru</email>
        </contrib>
        <aff id="aff1"><institution>Shirshov Institute of Oceanology, 36 Nakhimovsky Ave, 117997 Moscow, Russia</institution>
        </aff>
      </contrib-group>
      <author-notes><corresp id="corr1">Natalia Kuzmina (kuzmina@ocean.ru)</corresp></author-notes><pub-date><day>2</day><month>December</month><year>2016</year></pub-date>
      
      <volume>12</volume>
      <issue>6</issue>
      <fpage>1269</fpage><lpage>1277</lpage>
      <history>
        <date date-type="received"><day>5</day><month>April</month><year>2016</year></date>
           <date date-type="rev-request"><day>10</day><month>May</month><year>2016</year></date>
           <date date-type="rev-recd"><day>4</day><month>October</month><year>2016</year></date>
           <date date-type="accepted"><day>9</day><month>November</month><year>2016</year></date>
      </history>
      <permissions>
<license license-type="open-access">
<license-p>This work is licensed under a Creative Commons Attribution 3.0 Unported License. To view a copy of this license, visit <ext-link ext-link-type="uri" xlink:href="http://creativecommons.org/licenses/by/3.0/">http://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions><self-uri xlink:href="https://os.copernicus.org/articles/12/1269/2016/os-12-1269-2016.html">This article is available from https://os.copernicus.org/articles/12/1269/2016/os-12-1269-2016.html</self-uri>
<self-uri xlink:href="https://os.copernicus.org/articles/12/1269/2016/os-12-1269-2016.pdf">The full text article is available as a PDF file from https://os.copernicus.org/articles/12/1269/2016/os-12-1269-2016.pdf</self-uri>


      <abstract>
    <p>Analytical solutions are found for the problem of instability of a weak
geostrophic flow with linear velocity shear accounting for vertical diffusion
of buoyancy. The analysis is based on the potential-vorticity equation in a
long-wave approximation when the horizontal scale of disturbances is
considered much larger than the local baroclinic Rossby radius. It is
hypothesized that the solutions found can be applied to describe stable and
unstable disturbances of the planetary scale with respect, in particular, to the
Arctic Ocean, where weak baroclinic fronts with typical temporal variability
periods on the order of several years or more have been observed and the
<inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> effect is negligible. Stable (decaying with time) solutions describe
disturbances that, in contrast to the Rossby waves, can propagate to both the
west and east, depending on the sign of the linear shear of geostrophic
velocity. The unstable (growing with time) solutions are applied to explain
the formation of large-scale intrusions at baroclinic fronts under the
stable–stable thermohaline stratification observed in the upper layer of the
Polar Deep Water in the Eurasian Basin. The suggested mechanism of formation
of intrusions can be considered a possible alternative to the mechanism of
interleaving at the baroclinic fronts due to the differential mixing.</p>
  </abstract>
    </article-meta>
  </front>
<body>
      

<sec id="Ch1.S1" sec-type="intro">
  <title>Introduction</title>
      <p>The study of intrusions in oceanic frontal zones is required to understand
the mechanism of ventilation and mixing in the ocean interior (see, e.g., Zhurbas et al., 1993, 1987;
Rudels et al., 1999, 2009; Kuzmina and Zhurbas, 2000; Walsh and Ruddick,
2000; Merryfield, 2000; Radko, 2003; Richards and Edwards, 2003; Kuzmina et
al., 2005, 2011; Smyth and Ruddick, 2010). Intrusive layering, as a rule,
results from the instability of oceanic fronts. One of the major mechanisms
responsible for the instability of both thermohaline and baroclinic fronts is
related to the double diffusion (Stern, 1967; Ruddick and Turner, 1979; Toole
and Georgi, 1981; McDougall, 1985a, b; Niino, 1986; Yoshida et al., 1989;
Richards, 1991; Kuzmina and Rodionov, 1992; May and Kelley, 1997; Kuzmina,
2000). However, in the Eurasian Basin of the Arctic Ocean there are
baroclinic and thermohaline fronts within the upper layer of the Polar Deep
Water (PDW) populated with intrusive layers of vertical length scale as large
as 30 m and with horizontal scale reaching up to more than 100 km (Rudels
et al., 1999, 2009; Kuzmina et al., 2011) observed at the stable–stable
stratification (i.e., increasing for the mean salinity while decreasing for the mean
temperature with depth). It can be suggested that the thermohaline
intrusions within the upper layer of PDW are driven by differential mixing.
Merryfield (2002) was the first to show satisfactory agreement between
calculations of unstable modes from a three-dimensional (3-D) interleaving model that accounted
for the differential mixing at a non-baroclinic front and observations of
intrusive layering at a pure thermohaline front in the PDW.
Findings by Merryfield (2002) were confirmed by Kuzmina et al. (2014).
However, the 2-D model of interleaving driven by differential mixing at the
baroclinic front failed to simultaneously fit three modeled parameters,
namely, the vertical scale, the growth time, and the slope of the fastest
growing mode, with observations of intrusions in a frontal zone with a
substantial baroclinicity in the upper PDW layer (Kuzmina et al., 2014). In
particular, it was found that the vertical scale of the most unstable mode
was about 2 to 3 times smaller than the vertical scale of intrusions
observed in the baroclinic front. Furthermore, it is worth noting that the
2-D models of double-diffusive interleaving, as applied to typical baroclinic
fronts in the ocean, are able to forecast intrusive layers with vertical
length scale of no more than 10 m (Kuzmina and Rodionov, 1992; May and
Kelley, 1997, 2001; Kuzmina and Zhurbas, 2000; Kuzmina and Lee, 2005; Kuzmina
et al., 2005). Therefore, despite the proven-by-simulation hypothesis of
intrusions of small vertical scale merging into larger structures (Radko,
2007), new approaches to the mathematical description of the formation of
large intrusions in the area of baroclinic fronts become relevant.</p>
      <p>We suggest that the interleaving at a baroclinic front may be considered as a
result of 3-D instability of weak geostrophic current due to the combined
effects of vertical shear and diffusion of density (buoyancy).</p>
      <p>The effect of vertical diffusion of buoyancy on the baroclinic instability of
geostrophic zonal wind has been studied theoretically by Miles (1965).
Proceeding from the analogy between the equations describing the dynamics of
large-scale atmospheric perturbations and the Orr–Sommerfeld equation (Lin,
1955; Stern, 1975), Miles (1965)
analyzed the instability of the critical layer (a very thin layer in which
the phase velocity of a disturbance equals the velocity of zonal flow). This
resulted in an analytical asymptotic solution accounting for a very small,
though finite, vertical diffusion of buoyancy. Based on the analysis, Miles
(1965) concluded that the effect of vertical diffusion of buoyancy on the
destabilization of zonal wind is negligible in comparison with the baroclinic
instability (the generation of cyclones and anticyclones) for typical
atmospheric geostrophic winds. One could assume, however, that other
conditions can occur in the deep ocean. Indeed, in the polar zones, for
example, in the Eurasian Basin of the Arctic, very weak geostrophic currents
have been observed in deep layers (Aagaard, 1981). These currents can have a
large horizontal (transverse) scale and large timescale of variability, the
latter being estimated to exceed 1 year (Aagaard, 1981). Taking into
account that the influence of the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> effect on the dynamics of
large-scale disturbances is negligible in the Polar Ocean for near the pole, it seems
reasonable to suggest that the contribution of diffusion of buoyancy to the
destabilization of weak geostrophic currents can be important. Therefore, in
such circumstances one would expect the formation of intrusions, rather than
vortices.</p>
      <p>The present work is devoted to seeking analytical unstable (increasing with
time) and stable (decreasing with time) solutions based on the potential-vorticity equation describing the 3-D dynamics of a weak baroclinic front,
with the vertical diffusion of buoyancy included. Hopefully the results will
provide an opportunity to obtain some new insight into the causes of the
formation of large intrusions, particularly in the regions of the Arctic
Ocean with the stable–stable stratification.</p>
</sec>
<sec id="Ch1.S2">
  <title>Problem formulation, derivation of basic equation, and solution
search</title>
      <p>Let us consider the problem of the 3-D instability of a baroclinic front
based on the linearized equations of motion in quasi-geostrophic
approximation (see, e.g., Pedlosky, 1992; Cushman-Roisin, 1994):

              <disp-formula specific-use="align" content-type="numbered"><mml:math display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E1"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>U</mml:mi><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mi>f</mml:mi></mml:mfrac></mml:mstyle><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>P</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>y</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>V</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>W</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>P</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>z</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mi>g</mml:mi><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E2"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>z</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mi>g</mml:mi><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi>u</mml:mi><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mi>f</mml:mi></mml:mfrac></mml:mstyle><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>y</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi>v</mml:mi><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mi>f</mml:mi></mml:mfrac></mml:mstyle><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E3"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>U</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mn mathvariant="normal">1</mml:mn><mml:mi>f</mml:mi></mml:mfrac></mml:mstyle><mml:mi mathvariant="normal">Δ</mml:mi><mml:mi>p</mml:mi></mml:mfenced><mml:mo>+</mml:mo><mml:mi mathvariant="italic">β</mml:mi><mml:mi>v</mml:mi><mml:mo>-</mml:mo><mml:mi>f</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>w</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>z</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mi>f</mml:mi></mml:mfrac></mml:mstyle><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi mathvariant="normal">Δ</mml:mi><mml:mi>p</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mlabeledtr id="Ch1.E4"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>U</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>+</mml:mo><mml:mi>v</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>y</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mi>g</mml:mi></mml:mfrac></mml:mstyle><mml:mi>w</mml:mi><mml:mo>=</mml:mo><mml:mi>K</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr></mml:mtable></mml:math></disp-formula>

          where <inline-formula><mml:math display="inline"><mml:mi>U</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mi>V</mml:mi></mml:math></inline-formula> are zonal and meridional components of the geostrophic
velocity; <inline-formula><mml:math display="inline"><mml:mi>P</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:math></inline-formula> are the mean pressure and density both
divided by the reference density; <inline-formula><mml:math display="inline"><mml:mi>N</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mi>g</mml:mi></mml:math></inline-formula> are the buoyancy
frequency, Coriolis parameter, and gravity acceleration; <inline-formula><mml:math display="inline"><mml:mi>u</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mi>v</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mi>w</mml:mi></mml:math></inline-formula> are
velocity fluctuations along the <inline-formula><mml:math display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> axes, respectively; <inline-formula><mml:math display="inline"><mml:mi>p</mml:mi></mml:math></inline-formula> and
<inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">ρ</mml:mi></mml:math></inline-formula> are the pressure and density fluctuations both divided by the
reference density; <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">β</mml:mi><mml:mo>=</mml:mo><mml:mo>∂</mml:mo><mml:mi>f</mml:mi><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>y</mml:mi></mml:mrow></mml:math></inline-formula>; <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="normal">Δ</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:msup><mml:mi>x</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:msup><mml:mi>y</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula>; and the <inline-formula><mml:math display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula>,
<inline-formula><mml:math display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> axes are directed eastward, northward and upward,
respectively. The vertical friction with a constant coefficient <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula>
is considered in the vorticity equation Eq. (3). The density balance equation
(Eq. 4) takes into account, apart from the advection terms, only the vertical
diffusion with a constant coefficient <inline-formula><mml:math display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>. The constant coefficients
<inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> are treated as the average values over the ocean layer
under investigation.</p>
      <p>Let us take the distribution of mean density, divided by the reference
density, as follows:
          <disp-formula id="Ch1.E5" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>,</mml:mo><mml:mi>y</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mi>f</mml:mi><mml:mi>s</mml:mi><mml:mi>y</mml:mi><mml:mi>z</mml:mi><mml:mo>/</mml:mo><mml:mi>g</mml:mi><mml:mo>+</mml:mo><mml:mi>f</mml:mi><mml:mover accent="true"><mml:mi>s</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mi>y</mml:mi><mml:mo>/</mml:mo><mml:mi>g</mml:mi><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow><mml:mi>g</mml:mi></mml:mfrac></mml:mstyle><mml:mi>z</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mtext>const</mml:mtext><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> is a characteristic value of the buoyancy
frequency in the frontal zone, and <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi>s</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula> are dimensional
constants, either positive or negative, which characterize the cross-front
gradient of density and the vertical shear of the basic geostrophic flow.</p>
      <p>The first term on the right of Eq. (5) has not been taken into account in the
interleaving models describing both the 2-D (see, e.g., Kuzmina and
Rodionov, 1992; May and Kelley, 1997; Kuzmina and Zhurbas, 2000) and 3-D
(Eady, 1949; Miles, 1965; Smyth, 2008) instabilities of the oceanic
baroclinic fronts. Meanwhile, the oceanic fronts can be characterized by not
only the cross-front gradient of density, but also by the cross-front
gradient of the buoyancy frequency. This is the case described by Eq. (5);
the squared buoyancy frequency <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mi>g</mml:mi><mml:mtext>d</mml:mtext><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi></mml:mrow></mml:math></inline-formula> is a linear function of <inline-formula><mml:math display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula>. This dependence is assumed to
be weak; <inline-formula><mml:math display="inline"><mml:mrow><mml:mfenced open="|" close="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mi>f</mml:mi><mml:mi>L</mml:mi><mml:mo>≪</mml:mo><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math display="inline"><mml:mi>L</mml:mi></mml:math></inline-formula> is the
characteristic lateral length scale (width) of the frontal zone (<inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">0</mml:mn><mml:mo>≤</mml:mo><mml:mi>y</mml:mi><mml:mo>≤</mml:mo><mml:mi>L</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>. However, even a weak lateral change in the buoyancy frequency indicates
the existence of a quadratic dependence of geostrophic velocity on the
vertical co-ordinate <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula>. Indeed, if the mean density distribution is
expressed by Eq. (5), the geostrophic current velocity will be

              <disp-formula specific-use="align" content-type="numbered"><mml:math display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E6"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>U</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mi>s</mml:mi><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi>s</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mi>z</mml:mi><mml:mo>,</mml:mo><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mtext>const</mml:mtext><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>

          where <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> are the constituents of geostrophic velocity with
linear (<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>) and constant (<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>) vertical shear: <inline-formula><mml:math display="inline"><mml:mrow><mml:mtext>d</mml:mtext><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mi>s</mml:mi><mml:mi>z</mml:mi></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mtext>d</mml:mtext><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi>s</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is the
barotropic (constant) velocity addition.</p>
      <p>The equation of evolution of potential vorticity, derived from Eqs. (1)–(4)
under the assumptions of <inline-formula><mml:math display="inline"><mml:mrow><mml:mfenced close="|" open="|"><mml:mi>f</mml:mi><mml:mi>s</mml:mi><mml:mi>y</mml:mi><mml:mo>/</mml:mo><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mfenced><mml:mo>≤</mml:mo><mml:mfenced close="|" open="|"><mml:mi>f</mml:mi><mml:mi>s</mml:mi><mml:mi>L</mml:mi><mml:mo>/</mml:mo><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mfenced><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>/</mml:mo><mml:mi>f</mml:mi><mml:mi>L</mml:mi><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, is

              <disp-formula specific-use="align" content-type="numbered"><mml:math display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E7"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>U</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mi mathvariant="normal">Δ</mml:mi><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:msup><mml:mi>f</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mo>+</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mi mathvariant="italic">β</mml:mi><mml:mi>v</mml:mi><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow><mml:mi>f</mml:mi></mml:mfrac></mml:mstyle><mml:mo>-</mml:mo><mml:mi>v</mml:mi><mml:mi>s</mml:mi><mml:mi>f</mml:mi></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>=</mml:mo><mml:mi>K</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi>p</mml:mi><mml:mo>+</mml:mo><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow><mml:mrow><mml:msup><mml:mi>f</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi mathvariant="normal">Δ</mml:mi><mml:mi>p</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>

          Note that the differentiation of Eq. (4) with respect to <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> cancels out
the terms <inline-formula><mml:math display="inline"><mml:mrow><mml:mo>(</mml:mo><mml:mo>∂</mml:mo><mml:mi>U</mml:mi><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>⋅</mml:mo><mml:mo>(</mml:mo><mml:mo>∂</mml:mo><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>x</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and
<inline-formula><mml:math display="inline"><mml:mrow><mml:mo>(</mml:mo><mml:mo>∂</mml:mo><mml:mi>v</mml:mi><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>⋅</mml:mo><mml:mo>(</mml:mo><mml:mo>∂</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>y</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>,
since according to Eqs. (1) and (2) they are equal in magnitude and opposite
in sign.</p>
      <p>As it can be seen from Eq. (7), the last term on the left can strengthen or
weaken, depending on the sign of <inline-formula><mml:math display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula>, the impact of the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> effect on
the dynamics of disturbances.</p>
      <p>We will consider at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>≈</mml:mo><mml:mover accent="true"><mml:mi>K</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:mrow></mml:math></inline-formula> the long-wave disturbances (i.e.,
perturbations of the planetary scale) of weak geostrophic current that
satisfy the following relationship between the vertical and horizontal length
scales (<inline-formula><mml:math display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi>L</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula>, respectively): <inline-formula><mml:math display="inline"><mml:mrow><mml:mover accent="true"><mml:mi>L</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mo>≫</mml:mo><mml:msub><mml:mi>L</mml:mi><mml:mtext>R</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula>,
where <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>L</mml:mi><mml:mtext>R</mml:mtext></mml:msub><mml:mo>=</mml:mo><mml:msub><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mi>H</mml:mi><mml:mo>/</mml:mo><mml:mi>f</mml:mi></mml:mrow></mml:math></inline-formula> is the baroclinic Rossby radius of deformation.
If we apply Eqs. (1)–(4) to describe the motion in the Arctic Basin, the
<inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula>-effect term can be ignored because <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">β</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> in the vicinity
of the North Pole.</p>
      <p>Taking into account the abovementioned conditions, we may use the method of
series expansion at small parameter <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">δ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:msup><mml:mover accent="true"><mml:mi>L</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:msup><mml:mi>f</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mi>B</mml:mi><mml:mi>u</mml:mi></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>B</mml:mi><mml:mi>u</mml:mi></mml:mrow></mml:math></inline-formula> is the Burger number (see,
e.g., Cushman-Roisin, 1994). For <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">δ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>∼</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>–10<inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:mrow></mml:msup><mml:mo>(</mml:mo><mml:mover accent="true"><mml:mi>L</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mo>∼</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula>–10<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">5</mml:mn></mml:msup></mml:math></inline-formula> m, <inline-formula><mml:math display="inline"><mml:mrow><mml:mn>20</mml:mn><mml:mo>&lt;</mml:mo><mml:mi>H</mml:mi><mml:mo>&lt;</mml:mo><mml:mn>100</mml:mn></mml:mrow></mml:math></inline-formula> m, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>∼</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>f</mml:mi><mml:mo>∼</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, it is reasonable to consider
only the first term of the series. In this case, we can rewrite the potential-vorticity equation in the simplified form:

              <disp-formula id="Ch1.E8" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>U</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mo>-</mml:mo><mml:mi>v</mml:mi><mml:mi>s</mml:mi><mml:mi>f</mml:mi><mml:mo>=</mml:mo><mml:mi>K</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">4</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi>p</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>

        The introduced-by-the-procedure relative error of the solution is expected to
be on the order of <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">δ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula>, and the smaller the <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">δ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> the smaller the
error.</p>
      <p>According to our approximation, Eq. (8) corresponds to the density balance
equation Eq. (4) for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>w</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>w</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mtext>const</mml:mtext></mml:mrow></mml:math></inline-formula>:
          <disp-formula id="Ch1.E9" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>U</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>+</mml:mo><mml:mi>v</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>y</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow><mml:mi>g</mml:mi></mml:mfrac></mml:mstyle><mml:msub><mml:mi>w</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mi>K</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        The correspondence between Eqs. (8) and (9) can be checked by differentiating
Eq. (9) with respect to <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> and taking into account that <inline-formula><mml:math display="inline"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>p</mml:mi><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mi>g</mml:mi><mml:mi mathvariant="italic">ρ</mml:mi></mml:mrow></mml:math></inline-formula>.</p>
      <p>Thus, the vorticity equation Eq. (3) drops out of consideration. Indeed,
given that the diffusivity of mass, <inline-formula><mml:math display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>, in the oceanic interior
(particularly in the deep water of the Arctic Ocean) probably does not exceed
the value of <inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> and the vertical length
scale of the intrusions, <inline-formula><mml:math display="inline"><mml:mi>H</mml:mi></mml:math></inline-formula>, which this theory is applied to, is
approximately equal to <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>≈</mml:mo><mml:mn>20</mml:mn></mml:mrow></mml:math></inline-formula>–100 m, the ratio of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>/</mml:mo><mml:mover accent="true"><mml:mi>L</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mo>∼</mml:mo><mml:mi>K</mml:mi><mml:mo>/</mml:mo><mml:msup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> is estimated as <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>/</mml:mo><mml:mover accent="true"><mml:mi>L</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">3</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">8</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. Based on
the latter estimate, one can suggest that the vertical circulation caused by
the frictional force and temporal change of vorticity will not significantly
affect the dynamics of large-scale disturbances. This hypothesis will be
tested a posteriori by analyzing the solutions obtained. For further
discussion it is important to underline that the geostrophic Richardson
number <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>i</mml:mi><mml:mo>=</mml:mo><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:msup><mml:mover accent="true"><mml:mi>U</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi>U</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula> is the
characteristic scale of geostrophic velocity, is much larger than unity for
very slow currents.</p>
      <p>Given that <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mtext>const</mml:mtext></mml:mrow></mml:math></inline-formula>, we can take <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> in Eq. (9), and
therefore rewrite it as
          <disp-formula id="Ch1.E10" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mfenced open="(" close=")"><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>U</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>+</mml:mo><mml:mi>v</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>y</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:mi>K</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Based on the reasoning above, we can conclude that the slow extra-large-scale
disturbances of weak geostrophic flow are described by the quasi-stationary
system of Eqs. (2) and (10).</p>
      <p>Let us now pay attention to an important issue. Namely, if we suppose that
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> in Eq. (10) and consider salt fingering instead of diffusion of
buoyancy, in addition to Eq. (2), it will be necessary to write the
following two equations instead of Eq. (10):
          <disp-formula id="Ch1.Ex3"><mml:math display="block"><mml:mrow><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi mathvariant="italic">ρ</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:msub><mml:mi>K</mml:mi><mml:mtext>S</mml:mtext></mml:msub><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mi mathvariant="italic">γ</mml:mi><mml:mo>)</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">β</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>S</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>S</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>v</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mover accent="true"><mml:mi>S</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>y</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>=</mml:mo><mml:msub><mml:mi>K</mml:mi><mml:mtext>S</mml:mtext></mml:msub><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>S</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>,</mml:mo><?xmltex \hack{\hspace*{1cm}}?><mml:mo>(</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mo>′</mml:mo></mml:msup><mml:mo>)</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math display="inline"><mml:mi>S</mml:mi></mml:math></inline-formula>
and <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi>S</mml:mi><mml:mo mathvariant="normal">‾</mml:mo></mml:mover></mml:math></inline-formula> are the salinity disturbance and mean, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>K</mml:mi><mml:mtext>S</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula> and
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">γ</mml:mi><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">α</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:msub><mml:mi>F</mml:mi><mml:mtext>T</mml:mtext></mml:msub><mml:mo>/</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">β</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:msub><mml:mi>F</mml:mi><mml:mtext>S</mml:mtext></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> are the
vertical diffusivity of salinity and the flux ratio for salt finger
convection, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mtext>T</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mtext>S</mml:mtext></mml:msub></mml:mrow></mml:math></inline-formula> are the vertical fluxes of
temperature and salinity, <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi mathvariant="italic">α</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi mathvariant="italic">β</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula> are the
temperature expansion and salinity contraction coefficients, respectively.</p>
      <p>Equation (10<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mo>′</mml:mo></mml:msup></mml:math></inline-formula>) along with Eq. (2) constitute the system of equations that
was used by Stern (1967) to obtain the polynomial dependence between the
growth rate of unstable perturbations, wave numbers and hydrological
parameters (see Eq. 4 of Stern, 1967). Therefore, the proposed model, which
consists of Eqs. (2) and (10), can in a certain sense be regarded as an
analogue of the model by Stern (1967) for investigating the interleaving on a
large horizontal scale.</p>
      <p>From the point of view of the author of this paper, a simple quasi-stationary
(geostrophic) system of equations accurately describes the large-scale
movement especially in the Arctic Ocean, where the influence of the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> effect is not significant, the baroclinic fronts of large width in the
ocean interior are often not intense (Kuzmina et al., 2011), and the
baroclinic radius of deformation, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mi>N</mml:mi><mml:mo>/</mml:mo><mml:mi>f</mml:mi></mml:mrow></mml:math></inline-formula>, at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>∼</mml:mo><mml:mn>100</mml:mn></mml:mrow></mml:math></inline-formula> m does not exceed
2–5 km (see also Sect. 3).</p>
      <p>To analyze the instability of the geostrophic flow in the frame of Eqs. (2)
and (10), let us take a layer with the vertical scale of <inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, move the
<inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> axis origin to the middle of the layer, and consider a symmetric
relative to the midline geostrophic flow with quadratic <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> dependence of
velocity:
          <disp-formula id="Ch1.Ex4"><mml:math display="block"><mml:mrow><mml:mi>U</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mi>s</mml:mi><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace width="0.25em" linebreak="nobreak"/><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mtext>sign</mml:mtext><mml:mo>(</mml:mo><mml:mi>s</mml:mi><mml:mo>)</mml:mo><mml:mo>⋅</mml:mo><mml:mi>s</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:mn>2.</mml:mn></mml:mrow></mml:math></disp-formula></p>
      <p>A parabolic <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> dependence of the geostrophic flow velocity can be observed
in the rotary flow of the intra-pycnocline vortices, as well as in many other
ocean flows. In any case, as mentioned above, in the oceanic frontal zones it
is likely to observe changes of the buoyancy frequency in the cross-front
direction indicating the presence of linear shear of geostrophic velocity.
The consideration of the instability of geostrophic flow with the velocity
profile of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is also possible by analytical methods,
but this issue falls out of the scope of the present study.</p>
      <p>Let us discuss the conditions on the boundaries of the layer in relation to
the ocean. Keeping in mind the Eady problem (Eady, 1949), one has to set the
vertical velocity vanishing at the layer boundaries. Our approximation meets
this condition.</p>
      <p>Due to our model accounting for the vertical diffusion, it appears reasonable
to accept the conditions of zero buoyancy flux (for density perturbations) at
the layer boundaries: <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>z</mml:mi><mml:mi>z</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mo>±</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> (the type 1 boundary
conditions). It is reasonable to consider another type of condition too,
namely, the slippery boundary conditions or equivalent of density
disturbances vanishing at boundaries:
<inline-formula><mml:math display="inline"><mml:mrow><mml:mtext>d</mml:mtext><mml:mi>v</mml:mi><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mtext>d</mml:mtext><mml:mi>u</mml:mi><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mo>±</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> (the
type 2 boundary conditions). Under the type 2 boundary conditions, it is
necessary to set up the absence of convergence or divergence of buoyancy flux
within the layer: <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>z</mml:mi><mml:mi>z</mml:mi></mml:mrow></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:msub><mml:mi>p</mml:mi><mml:mrow><mml:mi>z</mml:mi><mml:mi>z</mml:mi></mml:mrow></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>. This condition is
necessary, because the convergence or divergence of the buoyancy flux within
the layer may increase or, conversely, decrease the stability of the layer.</p>
      <p>Using Eq. (2), we rewrite Eq. (10) as
          <disp-formula id="Ch1.E11" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>t</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mo>+</mml:mo><mml:mi>U</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mo>∂</mml:mo><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>z</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced><mml:mo>-</mml:mo><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>p</mml:mi></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:mfrac></mml:mstyle><mml:mi>s</mml:mi><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mi>K</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mo>∂</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mo>∂</mml:mo><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi>p</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p>
      <p>To analyze the instability of geostrophic flow, we will seek the solution of
Eqs. (2) and (11) for the lateral boundary conditions of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>v</mml:mi><mml:msub><mml:mi mathvariant="normal">|</mml:mi><mml:mrow><mml:mi>y</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mi>v</mml:mi><mml:msub><mml:mi mathvariant="normal">|</mml:mi><mml:mrow><mml:mi>y</mml:mi><mml:mo>=</mml:mo><mml:mi>L</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, accordingly to Eq. (7), in the form
          <disp-formula id="Ch1.E12" content-type="numbered"><mml:math display="block"><mml:mrow><mml:mi>p</mml:mi><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mfenced close="}" open="{"><mml:mi>F</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mo>(</mml:mo><mml:mi>x</mml:mi><mml:mo>-</mml:mo><mml:mi>c</mml:mi><mml:mi>t</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:msup><mml:mi>sin⁡</mml:mi><mml:mo>(</mml:mo><mml:mi mathvariant="italic">π</mml:mi><mml:mi>y</mml:mi><mml:mo>/</mml:mo><mml:mi>L</mml:mi><mml:mo>)</mml:mo></mml:mfenced><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula> is the wave number along the <inline-formula><mml:math display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula> axis and <inline-formula><mml:math display="inline"><mml:mi>c</mml:mi></mml:math></inline-formula> is the growth
rate. For the positive imaginary part of <inline-formula><mml:math display="inline"><mml:mi>c</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>I</mml:mi><mml:mi>m</mml:mi><mml:mo>(</mml:mo><mml:mi>c</mml:mi><mml:mo>)</mml:mo><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, the solution will
be unstable, i.e., increasing with time.</p>
      <p><?xmltex \hack{\newpage}?>The substitution of Eq. (12) into Eq. (11) yields the following equation:

              <disp-formula specific-use="align" content-type="numbered"><mml:math display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E13"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mfenced close=")" open="("><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mi>c</mml:mi></mml:mfenced><mml:mfenced close=")" open="("><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:mtext>d</mml:mtext><mml:mi>F</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow><mml:mrow><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi></mml:mrow></mml:mfrac></mml:mstyle></mml:mfenced></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mo>-</mml:mo><mml:mi>F</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mi>z</mml:mi><mml:mo>-</mml:mo><mml:mi>K</mml:mi><mml:mstyle displaystyle="true"><mml:mfrac style="display"><mml:mrow><mml:msup><mml:mi>d</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow><mml:mrow><mml:mtext>d</mml:mtext><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup></mml:mrow></mml:mfrac></mml:mstyle><mml:mi>F</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn>0.</mml:mn></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
      <p>We are interested in finding an answer to the following question: is it
possible to make certain judgements about the possibility of instability of
geostrophic flow in a finite vertical layer, based on the analytical
solutions of Eq. (13), at some values of parameter <inline-formula><mml:math display="inline"><mml:mi>c</mml:mi></mml:math></inline-formula>?</p>
      <p>It is easy to verify that the following functions are partial solutions of
Eq. (13):
          <disp-formula id="Ch1.E14" content-type="numbered"><mml:math display="block"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mo>-</mml:mo><mml:mi>a</mml:mi><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:mo>,</mml:mo><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mspace linebreak="nobreak" width="0.25em"/><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mi>a</mml:mi><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:mi>D</mml:mi><mml:mo>,</mml:mo></mml:mrow></mml:math></disp-formula>
        where <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi>a</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mi>K</mml:mi></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>D</mml:mi><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mi>a</mml:mi><mml:mo>(</mml:mo><mml:mi>c</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>/</mml:mo><mml:mi>s</mml:mi></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mi>c</mml:mi><mml:mo>=</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn mathvariant="normal">5</mml:mn><mml:mi>a</mml:mi><mml:mo>⋅</mml:mo><mml:mi>K</mml:mi><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>c</mml:mi></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mi>I</mml:mi><mml:mi>m</mml:mi><mml:mi>c</mml:mi></mml:mrow></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>c</mml:mi><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> at an
arbitrary point <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>z</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> in the layer domain.</p>
      <p>To test partial solutions Eq. (14), one has to substitute <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> from Eq. (14) into Eq. (13), reduce the latter to a cubic
polynomial <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>P</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msup><mml:mo>+</mml:mo><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msup><mml:mi>z</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> and
evaluate coefficients <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>. It is easy to
make sure that this polynomial is identically zero (i.e., <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>≡</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>,
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>≡</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>≡</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>A</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>≡</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>.</p>
      <p>Proceeding from the theory of ordinary differential equations (see, e.g.,
Polyanin and Zaitsev, 2001), due to the linearly independent functions
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, we can express the general solution of Eq. (13)
for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mi>c</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">5</mml:mn><mml:mi>a</mml:mi><mml:mo>⋅</mml:mo><mml:mi>K</mml:mi><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> in the form

              <disp-formula specific-use="align" content-type="numbered"><mml:math display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E15"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>F</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>+</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>+</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>⋅</mml:mo><mml:mo movablelimits="false">∫</mml:mo><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>⋅</mml:mo><mml:mo movablelimits="false">∫</mml:mo><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi></mml:mrow></mml:mtd></mml:mtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mi mathvariant="italic">ϕ</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mo>(</mml:mo><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>⋅</mml:mo><mml:mtext>d</mml:mtext><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>-</mml:mo><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>⋅</mml:mo><mml:mtext>d</mml:mtext><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula>

          where <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> are arbitrary constants. It is important to
note two facts. First, the functions <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> are even
functions, while <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is an odd function. Second, despite the
singularity of integrands in Eq. (15) at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, the function <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is
differentiable at this point. (The latter becomes evident from the asymptotic
analysis of function <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>.)</p>
      <p>Let us now consider the unstable and stable solutions Eq. (15).</p>
<sec id="Ch1.S2.SS1">
  <title>Unstable solutions</title>
      <p>According to the expression for parameter <inline-formula><mml:math display="inline"><mml:mi>c</mml:mi></mml:math></inline-formula> (see Eq. 14), <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mi>c</mml:mi><mml:mo>=</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mo>(</mml:mo><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn mathvariant="normal">5</mml:mn><mml:mi>a</mml:mi><mml:mo>⋅</mml:mo><mml:mi>K</mml:mi><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, the solution for Eq. (15) can be unstable for both
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>s</mml:mi><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>s</mml:mi><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>. The real and imaginary parts of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mi>c</mml:mi></mml:mrow></mml:math></inline-formula> for the unstable (i.e.,
growing with time) solutions are
<?xmltex \hack{\newpage}?><?xmltex \hack{\vspace*{-6mm}}?>

                <disp-formula id="Ch1.E16" specific-use="align" content-type="subnumberedsingle"><mml:math display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E16.1"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>2.5</mml:mn><mml:mo>⋅</mml:mo><mml:msqrt><mml:mrow><mml:mfenced open="|" close="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mo>+</mml:mo><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>2.5</mml:mn><mml:mo>⋅</mml:mo><mml:msqrt><mml:mrow><mml:mfenced close="|" open="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mtext>for</mml:mtext><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>s</mml:mi><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mlabeledtr id="Ch1.E16.2"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mn>2.5</mml:mn><mml:msqrt><mml:mrow><mml:mi>s</mml:mi><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mo>+</mml:mo><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>2.5</mml:mn><mml:mo>⋅</mml:mo><mml:msqrt><mml:mrow><mml:mi>s</mml:mi><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mtext>for</mml:mtext><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>s</mml:mi><mml:mo>&gt;</mml:mo><mml:mn>0.</mml:mn></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>
      <p>Equation (16a, b) demonstrate that the condition <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>c</mml:mi><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> is
satisfied for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>∈</mml:mo><mml:mo>(</mml:mo><mml:mo>-</mml:mo><mml:mi mathvariant="normal">∞</mml:mi><mml:mo>,</mml:mo><mml:mo>+</mml:mo><mml:mi mathvariant="normal">∞</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>.</p>
      <p>According to Eq. (16a, b), the unstable solution is realized for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>a</mml:mi><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, and
hence, for any finite wave number <inline-formula><mml:math display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>, the function <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, and all its
derivatives increase infinitely if <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mo>±</mml:mo><mml:mi mathvariant="normal">∞</mml:mi></mml:mrow></mml:math></inline-formula>. On the other hand,
the function <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and all its derivatives vanish if <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mo>±</mml:mo><mml:mi mathvariant="normal">∞</mml:mi></mml:mrow></mml:math></inline-formula>. (It can be seen from asymptotic analysis of the integrals that
define <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, if <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mo>±</mml:mo><mml:mi mathvariant="normal">∞</mml:mi></mml:mrow></mml:math></inline-formula>.) Therefore, to prove the
instability in a finite layer, it is necessary to show that <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>F</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> for
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>a</mml:mi><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> is an eigenfunction of the eigenvalue problem with the boundary
conditions of type 1 or 2 introduced above. To construct physically correct
solutions we will consider the following two cases. In case 1, where the
vertical scale of the layer corresponds to our approximation, <inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>∼</mml:mo><mml:mi>H</mml:mi><mml:mo>≪</mml:mo><mml:mi>f</mml:mi><mml:mi>L</mml:mi><mml:mo>/</mml:mo><mml:mi>N</mml:mi></mml:mrow></mml:math></inline-formula>. In case 2, where the vertical scale of the layer significantly
exceeds the vertical scales of the disturbances for which our approximation
holds true, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.</p>
      <p>To satisfy the boundary conditions of type 1 and 2 in case 1, we have to take
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> because <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is an odd function. The type 1 boundary
conditions are reduced to <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mrow><mml:mi>z</mml:mi><mml:mi>z</mml:mi></mml:mrow></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mo>±</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>. Thus, the following
equality should be met:
            <disp-formula id="Ch1.E17" content-type="numbered"><mml:math display="block"><mml:mrow><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mo>-</mml:mo><mml:mi>a</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:mfenced open="(" close=")"><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>+</mml:mo><mml:mi>a</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mfenced><mml:mo>+</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>0.</mml:mn></mml:mrow></mml:math></disp-formula>
          Given that <inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> can have different values, the instability in the
framework of the solution for Eq. (15) does exist, because in a wide range of typical
ocean values of <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>, there is a wave number <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>≪</mml:mo><mml:mi>f</mml:mi><mml:mo>(</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> for which Eq. (17) is satisfied.</p>
      <p>The type 2 boundary conditions are reduced to <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mi>z</mml:mi></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mo>±</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>.
Under such conditions, the requirement of the absence of the buoyancy flux
convergence/divergence within the layer is met; in case of parity of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>F</mml:mi><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>
for <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> and for the flow symmetry relative to the midline, the values
of buoyancy flux at the boundaries are of the same magnitude and direction
(sign). Under the type 2 boundary conditions the following equality should be
met:
            <disp-formula id="Ch1.E18" content-type="numbered"><mml:math display="block"><mml:mrow><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:mo>-</mml:mo><mml:mi>a</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>0.</mml:mn></mml:mrow></mml:math></disp-formula></p>
      <p>Obviously, in this case, as in the case of Eq. (17), there is a wave number
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>≪</mml:mo><mml:mi>f</mml:mi><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> for which Eq. (18) is satisfied.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F1"><caption><p>Modeled vertical profiles of density disturbances
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mtext>d</mml:mtext><mml:mi>F</mml:mi><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:mrow></mml:math></inline-formula> for case 1. Unstable (growing)
solution for boundary conditions of type 1 (left) and type 2 (right) for
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">χ</mml:mi><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mo>-</mml:mo><mml:mi>a</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn>0.5</mml:mn><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mo>/</mml:mo><mml:mi>K</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>=</mml:mo><mml:mn>1.5</mml:mn></mml:mrow></mml:math></inline-formula>,
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>100</mml:mn></mml:mrow></mml:math></inline-formula> m, and
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>s</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">7</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://os.copernicus.org/articles/12/1269/2016/os-12-1269-2016-f01.png"/>

        </fig>

      <p>Figure 1 presents graphic images of unstable solutions in the form of density
disturbances <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mtext>d</mml:mtext><mml:mi>F</mml:mi><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:mrow></mml:math></inline-formula> for different
boundary conditions for case 1. When building the solutions, typical
values of hydrological parameters in relation to the Arctic Basin were used
(see Sects. 2.3 and 3).</p>
      <p>In the case 2, we have to take <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>, and consider <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> as the solution of the eigenvalue problem. Indeed, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and all
its derivatives sharply decrease if <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mo>±</mml:mo><mml:mi mathvariant="normal">∞</mml:mi></mml:mrow></mml:math></inline-formula>, and, consequently,
on the boundaries of the large vertical-scale layer, the function <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>
and all its derivatives should be infinitesimally small. Therefore, the
boundary conditions of type 1 and 2 are satisfied. Indeed, the characteristic
vertical scale of the decrease of <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mo>±</mml:mo><mml:mi mathvariant="normal">∞</mml:mi></mml:mrow></mml:math></inline-formula> can be
evaluated as <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>h</mml:mi><mml:mo>∼</mml:mo><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mo>/</mml:mo><mml:mi>K</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>. If <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> is <inline-formula><mml:math display="inline"><mml:mi>n</mml:mi></mml:math></inline-formula> times as large as
<inline-formula><mml:math display="inline"><mml:mi>h</mml:mi></mml:math></inline-formula>, the value of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="normal">|</mml:mi><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mi mathvariant="normal">|</mml:mi></mml:mrow></mml:math></inline-formula> at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="normal">|</mml:mi><mml:mi>z</mml:mi><mml:mi mathvariant="normal">|</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> will be
<inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi>e</mml:mi><mml:mrow><mml:msup><mml:mi>n</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>times (!) as small as the maximum value of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="normal">|</mml:mi><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mi mathvariant="normal">|</mml:mi></mml:mrow></mml:math></inline-formula>.
Note that the maximum value of geostrophic velocity <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mo>max⁡</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> increases
with <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>. However, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mo>max⁡</mml:mo></mml:msub></mml:mrow></mml:math></inline-formula> should satisfy the condition of <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mo>max⁡</mml:mo></mml:msub><mml:mi>k</mml:mi><mml:mo>/</mml:mo><mml:mi>f</mml:mi><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, which can be rewritten as <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi>n</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mi>K</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:mo>/</mml:mo><mml:mi>f</mml:mi><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>. It is easy to
see that this condition is met in a wide range of <inline-formula><mml:math display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> for
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>n</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:math></inline-formula>–10.</p>
      <p>A plot of the disturbances of density
<inline-formula><mml:math display="inline"><mml:mrow><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mtext>d</mml:mtext><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> corresponding to unstable
solutions is presented in Fig. 2. It is worth noting that the function <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>=</mml:mo><mml:mtext>d</mml:mtext><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi></mml:mrow></mml:math></inline-formula> is differentiable at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> likewise the function
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>.</p>
      <p>Thus, in accordance with Eq. (11), which was obtained from Eqs. (1) to (10) for
<inline-formula><mml:math display="inline"><mml:mrow><mml:mrow class="chem"><mml:mi mathvariant="normal">Bu</mml:mi></mml:mrow><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>i</mml:mi><mml:mo>≫</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula> and <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Pr⁡</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, the large-scale disturbances can be
unstable. Such instability has to be distinguished from the diffusive
instability (McIntyre, 1970; Baker, 1971; Calman, 1977), which occurs
when <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>i</mml:mi><mml:mo>&lt;</mml:mo><mml:mo>(</mml:mo><mml:mi>Pr⁡</mml:mi><mml:mo>+</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:msup><mml:mo>)</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">4</mml:mn><mml:mi>Pr⁡</mml:mi></mml:mrow></mml:math></inline-formula> and is absent at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Pr⁡</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>. One of the important
distinctions between these two models of baroclinic front instability is that
in the present model the disturbances are allowed to have a non-zero slope in
the along-front direction, whereas in the model of diffusive instability by
McIntyre (1970) the slope is taken to be zero. Therefore, the McIntyre's
model and other models in which the term <inline-formula><mml:math display="inline"><mml:mrow><mml:mo>∂</mml:mo><mml:mi>p</mml:mi><mml:mo>/</mml:mo><mml:mo>∂</mml:mo><mml:mi>x</mml:mi></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math display="inline"><mml:mi>x</mml:mi></mml:math></inline-formula>
is the along-front co-ordinate, in the equations of motions is ignored
(McIntyre, 1970; Baker, 1971; Calman, 1977; Munro et al., 2010) can be
referred to as the 2-D models.</p>
      <p><?xmltex \hack{\newpage}?>From the mathematical point of view, the models that take into account the
along-front slope of disturbances, are much more complicated. Indeed, the
analysis of instability in the 2-D models ultimately reduces to finding the
roots of a polynomial, depending upon the wave numbers and growth rate. The
models, which take into account the along-front slope of disturbances, are
reduced to the differential equations with variable, <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula>-dependent
coefficients, and such problems can be solved analytically only in rare
cases.</p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F2"><caption><p>Modeled vertical profile of density disturbances
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mtext>d</mml:mtext><mml:mi>F</mml:mi><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:mrow></mml:math></inline-formula> for case 2. The function
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mtext>d</mml:mtext><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> (left) and its stretched fragment (right)
versus the dimensionless co-ordinate <inline-formula><mml:math display="inline"><mml:mrow><mml:mover accent="true"><mml:mi>z</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mo>=</mml:mo><mml:mi>z</mml:mi><mml:mo>⋅</mml:mo><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mo>/</mml:mo><mml:mi>K</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> are
presented for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>s</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">7</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, and
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p></caption>
          <?xmltex \igopts{width=236.157874pt}?><graphic xlink:href="https://os.copernicus.org/articles/12/1269/2016/os-12-1269-2016-f02.png"/>

        </fig>

      <p>Also, it is worth noting that the instability described by Eq. (11) is not
the critical layer instability analyzed by Miles (1965) for a geostrophic
current with constant vertical shear based on a similarity between the potential-vorticity and the Orr–Sommerfeld equations. Indeed, the phase
velocity of the unstable disturbances in our model satisfies the inequality
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>c</mml:mi><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> for any value of the vertical co-ordinate <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula>. As
we can see from Eq. (16), the phase velocity of unstable disturbances is
directed along the geostrophic current and exceeds the maximum velocity of
the current. In such a case, in the author's opinion, the most likely is the
conversion of the kinetic energy of the main flow into the kinetic energy of
disturbances.</p>
</sec>
<sec id="Ch1.S2.SS2">
  <title>Stable solutions</title>
      <p>Stable solutions of Eq. (13) are realized for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>a</mml:mi><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>. In this case <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> and all its derivatives vanish for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mo>±</mml:mo><mml:mi mathvariant="normal">∞</mml:mi></mml:mrow></mml:math></inline-formula>, but <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>
and all its derivatives increase infinitely for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>z</mml:mi><mml:mo>→</mml:mo><mml:mo>±</mml:mo><mml:mi mathvariant="normal">∞</mml:mi></mml:mrow></mml:math></inline-formula>. To
construct our own functions of the eigenvalue problem for case 1 (<inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>∼</mml:mo><mml:mi>H</mml:mi><mml:mo>≪</mml:mo><mml:mi>f</mml:mi><mml:mi>L</mml:mi><mml:mo>/</mml:mo><mml:mi>N</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>, we have to take <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>B</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>.</p>
      <p>The solutions describe slow time-decay, long waves that can move, in contrast
to the Rossby waves, not only to the west but also to the east depending on
the sign of <inline-formula><mml:math display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula> (see Eq. 7). Moreover, if <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="normal">|</mml:mi><mml:mi>s</mml:mi><mml:mi mathvariant="normal">|</mml:mi><mml:mo>&gt;</mml:mo><mml:mi mathvariant="italic">β</mml:mi><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:msup><mml:mi>f</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> (which is quite possible especially in polar
regions), the long-wave dynamics in the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula>-plane approximation is
determined by the linear shear of geostrophic flow rather than the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> effect. The real and imaginary parts of the growth rate of stable
perturbations are
<?xmltex \hack{\newpage}?><?xmltex \hack{\vspace*{-6mm}}?>

                <disp-formula id="Ch1.E19" specific-use="align" content-type="subnumberedsingle"><mml:math display="block"><mml:mtable displaystyle="true"><mml:mlabeledtr id="Ch1.E19.1"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mn>2.5</mml:mn><mml:mo>⋅</mml:mo><mml:msqrt><mml:mrow><mml:mfenced close="|" open="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mo>+</mml:mo><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mn>2.5</mml:mn><mml:mo>⋅</mml:mo><mml:msqrt><mml:mrow><mml:mfenced close="|" open="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mtext>for</mml:mtext><mml:mspace linebreak="nobreak" width="0.25em"/><mml:mi>s</mml:mi><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">0</mml:mn><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mtr><mml:mlabeledtr id="Ch1.E19.2"><mml:mtd/><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>2.5</mml:mn><mml:msqrt><mml:mrow><mml:mi>s</mml:mi><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mo>+</mml:mo><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>,</mml:mo></mml:mrow></mml:mtd></mml:mlabeledtr><mml:mtr><mml:mtd/><mml:mtd><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mo>-</mml:mo><mml:mn>2.5</mml:mn><mml:mo>⋅</mml:mo><mml:msqrt><mml:mrow><mml:mi>s</mml:mi><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mtext>for</mml:mtext><mml:mspace width="0.25em" linebreak="nobreak"/><mml:mi>s</mml:mi><mml:mo>&gt;</mml:mo><mml:mn>0.</mml:mn></mml:mrow></mml:mtd></mml:mtr></mml:mtable></mml:math></disp-formula></p>

      <?xmltex \floatpos{t}?><fig id="Ch1.F3"><caption><p>Stable solution for case 1 and boundary conditions of type 2 for
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">χ</mml:mi><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mo>-</mml:mo><mml:mi>a</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn>0.5</mml:mn><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mo>/</mml:mo><mml:mi>K</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>=</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula>,
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>100</mml:mn></mml:mrow></mml:math></inline-formula> m, and
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>s</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">7</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p></caption>
          <?xmltex \igopts{width=142.26378pt}?><graphic xlink:href="https://os.copernicus.org/articles/12/1269/2016/os-12-1269-2016-f03.png"/>

        </fig>

      <p>According to Eq. (19), the condition <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>-</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>c</mml:mi><mml:mo>≠</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula> is satisfied
if <inline-formula><mml:math display="inline"><mml:mrow><mml:mn>2.5</mml:mn><mml:msqrt><mml:mrow><mml:mfenced open="|" close="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mi>k</mml:mi><mml:mi>K</mml:mi></mml:mrow></mml:msqrt><mml:mo>/</mml:mo><mml:mi>k</mml:mi><mml:mo>&gt;</mml:mo><mml:mfenced open="|" close="|"><mml:mi>s</mml:mi></mml:mfenced><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula>. Comparing
Eqs. (16) and (19), we can conclude that the phase velocity has a different
sign for the stable and unstable disturbances. That is, the stable and unstable
perturbations described by solutions for Eq. (15) will move in opposite
directions with respect to the flow and a fixed observer.</p>
      <p>For case 1 type 2 boundary conditions, a plot of the density disturbances
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mtext>d</mml:mtext><mml:mi>F</mml:mi><mml:mo>/</mml:mo><mml:mtext>d</mml:mtext><mml:mi>z</mml:mi><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mover accent="true"><mml:mi mathvariant="italic">ρ</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:mrow></mml:math></inline-formula> corresponding to the stable
solutions is presented in Fig. 3.</p>
</sec>
<sec id="Ch1.S2.SS3">
  <title>Obtained solutions: discussion</title>
      <p>Our model does not allow one to determine the maximum growth rate. Here again we
can see an analogy with the work by Stern (1967). Indeed, in a well-known
paper by Stern (1967), which was the first study of the double-diffusion
instability of the infinite thermohaline front, the magnitude of the fastest
growing mode was not found. The reason is that the growth rate in Stern's
model could indefinitely increase with the horizontal wave number due to the
neglected vertical friction. A similar feature is typical for our model. The
growth rate increases with the increase in the wave number <inline-formula><mml:math display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula> up to the
limit <inline-formula><mml:math display="inline"><mml:mover accent="true"><mml:mi>k</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover></mml:math></inline-formula> for which the constraint of <inline-formula><mml:math display="inline"><mml:mrow><mml:mover accent="true"><mml:mi>k</mml:mi><mml:mo mathvariant="normal">̃</mml:mo></mml:mover><mml:mo>≪</mml:mo><mml:mi>f</mml:mi><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msub><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> is still valid. Nevertheless, for a rough estimate of the time of
formation of unstable perturbations, it is reasonable to use Eq. (16). It is
also worth evaluating the relationship between the growth rate of unstable
disturbances and the layer thickness (case 1) or the characteristic vertical
scale of disturbances (case 2). Let us address Eq. (17), which follows from
the boundary conditions for one of the problems of instability in a finite
layer. The parameter <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">χ</mml:mi><mml:mo>=</mml:mo><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mo>(</mml:mo><mml:mo>-</mml:mo><mml:mi>a</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>)</mml:mo><mml:mo>=</mml:mo><mml:mn>0.5</mml:mn><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mo>/</mml:mo><mml:mi>K</mml:mi><mml:msup><mml:mo>)</mml:mo><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:math></inline-formula>
governs Eq. (17). The higher the value of <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">χ</mml:mi></mml:math></inline-formula>, the larger the wave
number of the unstable mode for the given values of the problem parameters
<inline-formula><mml:math display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, and therefore, the larger the growth rate. However,
the applicability of our model imposes a constraint on the space of wave
numbers, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:mo>≪</mml:mo><mml:mi>f</mml:mi><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:msub><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula>. In order to satisfy these two conditions
simultaneously in the wide range of variability of hydrological parameters
in the ocean, it is reasonable to put <inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>≤</mml:mo><mml:mi mathvariant="italic">χ</mml:mi><mml:mo>≤</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula>. For <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">χ</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula>,
taking into account Eq. (16), we obtain the following formula relating the
growth rate of disturbances and the vertical scale of the layer: <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>k</mml:mi><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mi>T</mml:mi><mml:mo>=</mml:mo><mml:mn>10</mml:mn><mml:mo>⋅</mml:mo><mml:mi>K</mml:mi><mml:mo>/</mml:mo><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:math></inline-formula>.</p>
      <p>It is easy to understand the physical meaning of the parameter <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">χ</mml:mi></mml:math></inline-formula>. This
parameter characterizes the ratio of advection and vertical diffusion terms
depending on the wave number <inline-formula><mml:math display="inline"><mml:mi>k</mml:mi></mml:math></inline-formula>. Indeed, recalling that in our model
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>+</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> and the geostrophic velocity on the boundaries of the
layer is zero, the maximum velocity at the midline of the layer shall be
<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>U</mml:mi><mml:mo>max⁡</mml:mo></mml:msub><mml:mo>=</mml:mo><mml:mi mathvariant="normal">|</mml:mi><mml:mi>s</mml:mi><mml:mi mathvariant="normal">|</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:math></inline-formula>. This allows the squared parameter
<inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">χ</mml:mi></mml:math></inline-formula> to be presented as <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">χ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:mn>0.25</mml:mn><mml:mo>(</mml:mo><mml:mi>k</mml:mi><mml:mi>s</mml:mi><mml:mo>/</mml:mo><mml:mi>K</mml:mi><mml:mo>)</mml:mo><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup><mml:mo>=</mml:mo><mml:mn>0.5</mml:mn><mml:mo>⋅</mml:mo><mml:msub><mml:mi>R</mml:mi><mml:mtext>d</mml:mtext></mml:msub><mml:mi>k</mml:mi><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula>, where <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>R</mml:mi><mml:mtext>d</mml:mtext></mml:msub><mml:mo>=</mml:mo><mml:mn>0.5</mml:mn><mml:mi>s</mml:mi><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">3</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:msub><mml:mi>U</mml:mi><mml:mo>max⁡</mml:mo></mml:msub><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>/</mml:mo><mml:mi>K</mml:mi></mml:mrow></mml:math></inline-formula> is a diffusion
analogue of the Reynolds number called the Peclet number.</p>
      <p>To conclude this section, we note the following. The instability of the weak geostrophic flow in the frame of the solutions
Eq. (15) is an oscillatory instability (the growth rate has real and
imaginary components). Generally, using interleaving models (Stern, 1967;
Toole and Georgy, 1981; McDougal, 1985a, b; Niino, 1986; Yoshida et al.,
1989; Kuzmina and Rodionov, 1992; May and Kelley, 1997; Kuzmina and Zhurbas,
2000; Walsh and Ruddick, 2000; Merryfield, 2002), it is possible to obtain
the monotonous unstable modes only (the phase velocity of the disturbances
is equal to zero: <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>R</mml:mi><mml:mi>e</mml:mi><mml:mi>c</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">0</mml:mn></mml:mrow></mml:math></inline-formula>). The exceptions to this rule are the interleaving
models related to equatorial fronts. In accordance with the modeling
efforts (Richards, 1991; Edwards and Richards, 1999; Kuzmina et al., 2004;
Kuzmina and Lee, 2005), the instability of the equatorial fronts in the
scale of intrusive layering is regarded as an oscillatory instability.</p>
      <p>General solution Eq. (15) is one of the classes of solutions of Eq. (13).
Thus, for example, at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:mi>c</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">9</mml:mn><mml:mi>a</mml:mi><mml:mo>⋅</mml:mo><mml:mi>K</mml:mi><mml:mo>+</mml:mo><mml:mi>i</mml:mi><mml:mi>k</mml:mi><mml:msub><mml:mi>U</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> it is also possible to find
an analytical general solution of Eq. (13). This solution would have a more
complex structure than the solution Eq. (15). The detailed analytical
consideration of unstable modes based on the analysis of different classes
of solutions of Eq. (13) taking into account the friction may be a subject
for further research. In order to clearly define the range of applicability
of our model, it would be worth solving the eigenvalue problem for Eq. (7)
for small values of parameter <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">δ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:mrow></mml:math></inline-formula> by means of numerical methods.
This problem also may be a subject for further research. The analytical
solutions found can be used to validate numerical solutions of the
eigenvalue problems. Moreover, the analytical solutions obtained provide
analytical expressions for eigenfunctions, phase velocities and growth/decay
rates of disturbances that cannot, as a rule, be found exactly from
numerical solutions.</p>
</sec>
</sec>
<sec id="Ch1.S3">
  <title>Application to thermohaline intrusions in the Eurasian Basin of the Arctic
Ocean</title>
      <p>It is worth evaluating the time of formation of large-scale intrusions based
on the results of the presented model. According to Kuzmina et al. (2011),
in the upper layer of the PDW where the large-scale
intrusions are observed in the Eurasian Basin at stable–stable
stratification, the following estimates of <inline-formula><mml:math display="inline"><mml:mi>N</mml:mi></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mi>f</mml:mi></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> are
typical: <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>N</mml:mi><mml:mo>≈</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>f</mml:mi><mml:mo>=</mml:mo><mml:mn>1.4</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, and
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">β</mml:mi><mml:mo>&lt;</mml:mo><mml:mn>0.3</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn>11</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> (at latitude of
83<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mo>∘</mml:mo></mml:msup></mml:math></inline-formula> N and higher). Therefore, for disturbances, for example,
with the vertical scale of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mo>=</mml:mo><mml:mn>100</mml:mn></mml:mrow></mml:math></inline-formula> m, the Rossby radius of deformation is
only <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>H</mml:mi><mml:mi>N</mml:mi><mml:mo>/</mml:mo><mml:mi>f</mml:mi><mml:mo>≈</mml:mo></mml:mrow></mml:math></inline-formula>1 km.</p>
      <p>According to the derivation of Eq. (7), the value of the linear shear
<inline-formula><mml:math display="inline"><mml:mi>s</mml:mi></mml:math></inline-formula> is limited by the inequality of <inline-formula><mml:math display="inline"><mml:mrow><mml:mfenced close="|" open="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mi>f</mml:mi><mml:mi>L</mml:mi><mml:mo>≪</mml:mo><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:math></inline-formula>.
Given that the horizontal scale of the baroclinic fronts (along the
cross-front axis <inline-formula><mml:math display="inline"><mml:mi>y</mml:mi></mml:math></inline-formula>) in the upper layer of the PDW is approximately
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>L</mml:mi><mml:mo>≈</mml:mo><mml:mn>50</mml:mn></mml:mrow></mml:math></inline-formula>–100 km (see examples of transection across the fronts of
different types observed in the PDW; Kuzmina et al., 2011), the maximal
linear shear can be estimated as <inline-formula><mml:math display="inline"><mml:mrow><mml:mfenced close="|" open="|"><mml:mi>s</mml:mi></mml:mfenced><mml:mo>≈</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>)</mml:mo><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">7</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. Such value of the linear shear is large enough
to neglect the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula>-effect term relative to the linear shear term in Eq. (7):
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="italic">β</mml:mi><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:msup><mml:mi>f</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mi>s</mml:mi><mml:mo>&lt;</mml:mo><mml:mn>0.6</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">2</mml:mn></mml:mrow></mml:msup><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>. The vertical diffusivity
<inline-formula><mml:math display="inline"><mml:mi>K</mml:mi></mml:math></inline-formula> can be estimated in the range of <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:mo>(</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn><mml:mo>)</mml:mo><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
(Merryfield, 2002; Walsh and Carmack, 2003). We suggest a
weak turbulence regime in the layer under consideration: <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Pr⁡</mml:mi><mml:mo>&gt;</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>Pr⁡</mml:mi><mml:mo>⋅</mml:mo><mml:mi>B</mml:mi><mml:mi>u</mml:mi><mml:mo>≪</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:math></inline-formula>. The typical vertical scale of intrusive layering
in the fronts of PDW is approximately 30–40 m (Merryfield, 2002; Kuzmina et
al., 2014). Let us evaluate the time of formation of intrusions with the
vertical scale of <inline-formula><mml:math display="inline"><mml:mo>∼</mml:mo></mml:math></inline-formula> 40 m. Using formula <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mi>c</mml:mi><mml:mo>=</mml:mo><mml:mn>10</mml:mn><mml:mo>⋅</mml:mo><mml:mi>K</mml:mi><mml:mo>/</mml:mo><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup></mml:mrow></mml:math></inline-formula> (see Sect. 2.3), we can estimate the time of formation of
the unstable mode as <inline-formula><mml:math display="inline"><mml:mrow><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> for <inline-formula><mml:math display="inline"><mml:mo>∼</mml:mo></mml:math></inline-formula> 5 years for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>
and <inline-formula><mml:math display="inline"><mml:mo>∼</mml:mo></mml:math></inline-formula> 2 years for <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">3</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p>
      <p>To verify the applicability of our model, it is worth to estimate the wave
number <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> using the following formula (see Sect. 2.3):
          <disp-formula id="Ch1.E20" content-type="numbered"><mml:math display="block"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn>16</mml:mn><mml:mo>⋅</mml:mo><mml:mi>K</mml:mi><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">4</mml:mn></mml:msubsup><mml:mi>s</mml:mi><mml:mo>)</mml:mo><mml:mo>.</mml:mo></mml:mrow></mml:math></disp-formula>
        Substituting <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo></mml:mrow></mml:math></inline-formula> 40 m, <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>s</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">7</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, and
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> in Eq. (20), we find <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">3</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">5</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. The value of <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>≈</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> may be
obtained at <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>s</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">2</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">7</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>, and <inline-formula><mml:math display="inline"><mml:mrow><mml:mi>K</mml:mi><mml:mo>=</mml:mo><mml:mn mathvariant="normal">3</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">6</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mn mathvariant="normal">2</mml:mn></mml:msup></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. These values of <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub></mml:mrow></mml:math></inline-formula> lie in the wave number
range of applicability of our model, since <inline-formula><mml:math display="inline"><mml:mrow><mml:msup><mml:mi mathvariant="italic">δ</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>=</mml:mo><mml:msubsup><mml:mi>N</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msubsup><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:msubsup><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:msup><mml:mi>f</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msup><mml:mo>∼</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">4</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula>–10<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">3</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>.</p>
      <p>The above-presented estimates of the time of formation of intrusions in PDW
are evidently better than the evaluations from 2-D modeling of baroclinic
front instability (see Sect. 1).</p>
      <p><?xmltex \hack{\newpage}?>In the closing of this section, let us justify the assumption that the
circulations associated with changes in vorticity <inline-formula><mml:math display="inline"><mml:mrow><mml:mi mathvariant="normal">Δ</mml:mi><mml:mi>p</mml:mi></mml:mrow></mml:math></inline-formula> are not
essential in the description of the formation of intrusions in all
considered cases. According to Eqs. (2) and (10), the characteristic scale
of vertical velocity in such circulations can be written as <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>∼</mml:mo><mml:mi>U</mml:mi><mml:mo>⋅</mml:mo><mml:mi>u</mml:mi><mml:mo>⋅</mml:mo><mml:msub><mml:mi>H</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>⋅</mml:mo><mml:msubsup><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn><mml:mn mathvariant="normal">2</mml:mn></mml:msubsup><mml:mo>/</mml:mo><mml:mi>f</mml:mi></mml:mrow></mml:math></inline-formula>. In all the considered above cases
of application of the model to the Arctic intrusions, the relation of
<inline-formula><mml:math display="inline"><mml:mrow><mml:mi>U</mml:mi><mml:mo>⋅</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:mo>&lt;</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">8</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula> is satisfied. Given that small disturbances
of horizontal velocity cannot exceed the value of geostrophic velocity <inline-formula><mml:math display="inline"><mml:mi>U</mml:mi></mml:math></inline-formula>,
we find <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>w</mml:mi><mml:mn mathvariant="normal">1</mml:mn></mml:msub><mml:mo>&lt;</mml:mo><mml:mn mathvariant="normal">4</mml:mn><mml:mo>×</mml:mo><mml:msup><mml:mn>10</mml:mn><mml:mrow><mml:mo>-</mml:mo><mml:mn>11</mml:mn></mml:mrow></mml:msup></mml:mrow></mml:math></inline-formula> m s<inline-formula><mml:math display="inline"><mml:msup><mml:mi/><mml:mrow><mml:mo>-</mml:mo><mml:mn mathvariant="normal">1</mml:mn></mml:mrow></mml:msup></mml:math></inline-formula>. A liquid particle with such
vertical velocity travels less than 0.004 m over the period of formation of
intrusion (<inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>t</mml:mi><mml:mo>∗</mml:mo></mml:msub><mml:mo>=</mml:mo><mml:mn mathvariant="normal">1</mml:mn><mml:mo>/</mml:mo><mml:mo>(</mml:mo><mml:msub><mml:mi>k</mml:mi><mml:mn mathvariant="normal">0</mml:mn></mml:msub><mml:msub><mml:mi>c</mml:mi><mml:mn mathvariant="normal">2</mml:mn></mml:msub><mml:mo>)</mml:mo><mml:mo>≈</mml:mo></mml:mrow></mml:math></inline-formula> 3 years), while due to the
vertical diffusion, the particle displacement is estimated as <inline-formula><mml:math display="inline"><mml:mrow><mml:msqrt><mml:mrow><mml:mi>K</mml:mi><mml:mo>⋅</mml:mo><mml:msub><mml:mi>t</mml:mi><mml:mo>∗</mml:mo></mml:msub></mml:mrow></mml:msqrt><mml:mo>≈</mml:mo></mml:mrow></mml:math></inline-formula> 40 m (i.e., 4 orders of magnitude larger). Note also
that the decreasing with <inline-formula><mml:math display="inline"><mml:mrow><mml:mfenced close="|" open="|"><mml:mi>z</mml:mi></mml:mfenced></mml:mrow></mml:math></inline-formula> solution <inline-formula><mml:math display="inline"><mml:mrow><mml:msub><mml:mi>F</mml:mi><mml:mn mathvariant="normal">3</mml:mn></mml:msub><mml:mo>(</mml:mo><mml:mi>z</mml:mi><mml:mo>)</mml:mo></mml:mrow></mml:math></inline-formula> can be used
for the description of generation of intrusions, even if the vertical
velocity is not negligibly small.</p>
</sec>
<sec id="Ch1.S4" sec-type="conclusions">
  <title>Conclusions</title>
      <p>In this paper, we analytically investigated the instability of a baroclinic
front in the quasi-geostrophic, long-wave approximation taking into account
the vertical diffusion of buoyancy. Such instability has to be distinguished
from the 2-D McIntyre instability (McIntyre, 1970), the instability due to
flow-dependent fluctuations in turbulent diffusivities (Smyth and Ruddick,
2010), and the 2-D baroclinic instability due to the double diffusion
(Kuzmina and Rodionov, 1992; May and Kelley, 1997; Kuzmina and Zhurbas,
2000; Kuzmina and Lee, 2005).</p>
      <p>In contrast to the paper by Miles (1965), who showed that the
vertical diffusion of buoyancy is not essential in comparison with the
vorticity change in the destabilization of zonal flow, we considered the
opposite case, where the vertical diffusion of buoyancy can play an
important role as a destabilizer of a very weak geostrophic current with
linear shear and large cross-frontal scale.</p>
      <p>The model we developed can be considered as a modification of Stern's model
(Stern, 1967). However, instead of analyzing the instability of a purely
thermohaline front due to the double diffusion (Stern, 1967), in our case
the instability of a weak baroclinic front is analyzed taking into account
the vertical diffusion of density. This model can be useful for describing
stable and unstable disturbances of the planetary scale in the polar regions
of the ocean under the stable–stable stratification, particularly in the
deep water of the Arctic Ocean, where weak baroclinic fronts with a large
horizontal (cross-frontal) scale and typical temporal variability period on
the order of several years or more have been observed, and the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> effect is negligible.</p>
      <p>The stable solutions are shown to describe long-wave disturbances, which,
unlike Rossby waves, can move not only to the west but also to the east,
depending on the magnitude and sign of the linear shear of geostrophic
velocity. It is important to underline that the linear shear of the mean
flow (parabolic <inline-formula><mml:math display="inline"><mml:mi>z</mml:mi></mml:math></inline-formula> dependence of the mean velocity) affects the
dynamics of disturbances as well as the <inline-formula><mml:math display="inline"><mml:mi mathvariant="italic">β</mml:mi></mml:math></inline-formula> effect.</p>
      <p>The unstable solutions can contribute to better understanding of the
formation of large-scale intrusions at baroclinic fronts of the Arctic Ocean
in the layers characterized by absolutely stable thermohaline
stratification, for example, in the upper layer of the PDW in the Eurasian
Basin. It is important that the vertical scale of the new modes of
instability can reach tens of meters of magnitude, just in accordance with
the observations. However, the model is so complex that obtaining the
comprehensive results of modeling that can be fully comparable with the
empirical data would still remain a future task.</p>
</sec>

      
      </body>
    <back><ack><title>Acknowledgements</title><p>This work was supported by the Russian Science Foundation (grant no.
14-50-00095) and the Russian Foundation for Basic Research (grant no.
15-05-01479-a). The author is grateful to Victor Zhurbas for the
constructive discussions. Comments by anonymous reviewers were very helpful
in improving the manuscript.<?xmltex \hack{\newline}?><?xmltex \hack{\newline}?>
Edited by: D. Stevens<?xmltex \hack{\newline}?>
Reviewed by: two anonymous referees</p></ack><ref-list>
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    <!--<article-title-html>Generation of large-scale intrusions at baroclinic fronts: an analytical consideration with a reference to the Arctic Ocean</article-title-html>
<abstract-html><p class="p">Analytical solutions are found for the problem of instability of a weak
geostrophic flow with linear velocity shear accounting for vertical diffusion
of buoyancy. The analysis is based on the potential-vorticity equation in a
long-wave approximation when the horizontal scale of disturbances is
considered much larger than the local baroclinic Rossby radius. It is
hypothesized that the solutions found can be applied to describe stable and
unstable disturbances of the planetary scale with respect, in particular, to the
Arctic Ocean, where weak baroclinic fronts with typical temporal variability
periods on the order of several years or more have been observed and the
<i>β</i> effect is negligible. Stable (decaying with time) solutions describe
disturbances that, in contrast to the Rossby waves, can propagate to both the
west and east, depending on the sign of the linear shear of geostrophic
velocity. The unstable (growing with time) solutions are applied to explain
the formation of large-scale intrusions at baroclinic fronts under the
stable–stable thermohaline stratification observed in the upper layer of the
Polar Deep Water in the Eurasian Basin. The suggested mechanism of formation
of intrusions can be considered a possible alternative to the mechanism of
interleaving at the baroclinic fronts due to the differential mixing.</p></abstract-html>
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Zhurbas, V. M., Kuzmina, N. P., and Kul'sha, O. B.: Steplike stratification
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thermohaline salt finger intrusions (numerical experiment), Okeanologiya+,
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Zhurbas, V. M., Kuzmina, N. P., Ozmidov, R. V., Golenko, N. N., and Paka, V.
T.: Manifestation of subduction in thermohaline fields of vertical fine
structure and horizontal mesostructure in frontal zone of Azores Current,
Okeanologiya+, 33, 321–326, 1993.
</mixed-citation></ref-html>--></article>
