\documentclass[reqno]{amsart}
\usepackage{hyperref}
\usepackage{graphicx}

\AtBeginDocument{{\noindent\small
\emph{Electronic Journal of Differential Equations},
Vol. 2018 (2018), No. 56, pp. 1--12.\newline
ISSN: 1072-6691. URL: http://ejde.math.txstate.edu or http://ejde.math.unt.edu}
\thanks{\copyright 2018 Texas State University.}
\vspace{8mm}}

\begin{document}
\title[\hfilneg EJDE-2018/56\hfil Two-point boundary problem]
{Two-point boundary problem for modeling the jet flow of the
Antarctic circumpolar current}

\author[K. Marynets \hfil EJDE-2018/56\hfilneg]
{Kateryna Marynets}

\address{Kateryna Marynets \newline
Department of Mathematics,
Uzhhorod National University, Ukraine}
\email{kateryna.marynets@uzhnu.edu.ua}

\dedicatory{Communicated by Adrian Constantin}

\thanks{Submitted December 19, 2017. Published February 28, 2018.}
\subjclass[2010]{34B15, 35J15, 37N10}
\keywords{Geophysical flow; boundary-value problem; vorticity}

\begin{abstract}
 Using a functional-analytic approach for two-point boundary value problems,
 for a large class of oceanic vorticities,  we establish the existence
 of solutions to a  model for the jet flows of the  Antarctic circumpolar 
 current with no azimuthal variations.  In our approach we rely on the
 stereographic projection to pass from spherical to planar coordinates.
\end{abstract}

\maketitle
\numberwithin{equation}{section}
\newtheorem{theorem}{Theorem}[section]
\newtheorem{remark}[theorem]{Remark}
\allowdisplaybreaks


\section{Introduction}

This article studies the flow of the Antarctic circumpolar current (ACC), 
one of the strongest and largest currents in the oceans. 
Because the scales that are relevant, we regard the ACC as a gyre flow 
-- a large ocean flow driven by the prevailing wind pattern and the forces 
created by Earth's rotation, whose center is located on the land mass of
Antarctica. The ACC encircles the Southern ice-covered continent, 
being with an overall length of about 24000 km the longest oceanic current,
flowing clockwise from west to east around Antarctica between latitudes 
45$^\circ$S and 55$^\circ$S, where there are no land masses to
interfere with this continuous stretch of water. Relatively slow, the ACC extends
from the sea surface to depths of 2000-4000 m reaching, unlike other major 
 currents, from the surface to the bottom of the ocean.
Its width exceeds at places 2000 km and overall the ACC has a very large 
 volume transport (up to 150 times the volume of water flowing in all of the
 world's rivers), isolating Antarctica with a ring of cold water and being 
to a large extent responsible for Antarctic permanent glaciation. 
The ACC plays an important role in the global climate, being the major 
means of exchange of water between the three great ocean basins 
(Atlantic, Indian and Pacific).
The ACC is composed of a number of high-speed coherent but narrow jets 
(about 40--50km wide, with typical speeds exceeding 1 m/s),
separated by zones of low-speed flow (with speeds less than 20 cm/s), 
and remains one of the most poorly
represented components of global climate models (see the discussion in
\cite{cj-jpo-acc}). Many observations of the ACC flow were gathered 
but the quest for realistic models is ongoing. With regard to the 
large-scale dynamics of the ACC, the presence of
surface waves is not of relevance, even though the study of wave-current 
interactions in the Southern Ocean
is an active area of research (see \cite{cm}), especially since large 
waves (with heights of 35 m) are frequently encountered (see
the data in \cite{w}). We point out that the Arctic and Antarctic regions 
have a quite different geography: the Arctic is a semi-enclosed ocean, 
almost completely surrounded by land, while the Antarctic region
is almost a geographic opposite of the Arctic, being a land mass 
surrounded by an ocean. We refer to \cite{chu} for
a discussion of arctic gyres.

In this article we model the jets of the ACC using a recent model for gyres 
\cite{cj-prs}, and, along the lines of the considerations pursued in
\cite{m1, m2}, considering the setting of flows that are uniform in the 
azimuthal direction. This physically relevant assumption has
the consequence that the elliptic partial differential
equation that governs the large-scale motion in \cite{cj-prs} in spherical
 coordinates reduces to a second-order ordinary differential equation
after suitable transformations which involve the stereographic projection. T
his leads us to two-point boundary-value
problem with Dirichlet boundary conditions. We investigate the existence 
of solutions for a larger class of oceanic vorticities than
those studied in \cite{m1,m2}.

\section{Preliminaries}

In this section we briefly describe the main features of gyre flows and we 
also explain how these considerations apply to
the specific case of the ACC.

A gyre flow extends over very large ocean areas (measured in thousands of km$^2$) 
and has negligible vertical speeds, with the ratio of vertical speed to either 
of the horizontal speed components
typically about $10^{-3}$, so that we may realistically regard ocean gyres 
as shallow water flows on a rotating sphere \cite{cj-prs}.
Consider spherical coordinates, with $\theta \in [0,\pi)$ the polar angle 
(with $\theta=0$ corresponding to the
North Pole) and $\varphi \in [0,2 \pi$) the angle of longitude 
(or azimuthal angle), see Figure 1. We recall that the Earth is
rotating eastwards around the polar axis, turning counterclockwise if 
viewed from the North Pole star Polaris, with
angular speed of about 7.29 $\times 10^{-5}$ radians per second 
(so that the Earth rotates once in about 24 hours);
the radius of the practically spherical Earth being about 6378 km.

\begin{figure}[h]
\centering
\includegraphics[scale=.33]{fig1} % km1.eps
\caption{Azimuthal and polar spherical coordinates $\varphi$ and 
$\theta$ of a point $P$ on the spherical
surface of the Earth: $\theta=0$ and $\theta=\pi$ 
correspond to the North and South Pole, respectively,
while $\theta=\pi/2$ corresponds to the Equator.}
\end{figure}


We denote by $(u', v', w')$ the velocity field in physical variables. 
If $(e_r, e_{\theta}, e_{\varphi})$ are the unit vectors associated with 
a fixed point $P$ on the rotating sphere, where $e_r$ points upwards, 
$e_{\varphi}$ points from west to east, and $e_{\theta}$ from north to south, 
then the Euler equation and the equation for the mass conservation are
\begin{equation}\label{euler}
\begin{aligned}
&\Big(\frac{\partial}{\partial t'}+u' \frac{\partial}{\partial r'}
 +\frac{v'}{r'}\frac{\partial}{\partial \theta'}+\frac{w'}{r'\sin \theta}
 \frac{\partial}{\partial }\Big)(u', v', w') \\
&+\frac{1}{r'}\big(-v'^2-w'^2, u'v'-w'^2\cot{\theta}, u'w'+v'w'\cot{\theta}\big)\\
&+2\Omega'(-w'\sin{\theta}, -w'\cos{\theta}, u'\sin\theta+v'\cos\theta)
 -r'\Omega'^2(\sin^2\theta, \sin\theta\cos\theta, 0)\\
&=-\frac{1}{\rho'}\Big(\frac{\partial p'}{\partial r'}\frac{1}{r'}
 \frac{\partial p'}{\partial \theta}, 
 \frac{1}{r'\sin \theta}\frac{\partial p'}{\partial \varphi}\Big)
 +(F'_{r'}, F'_{\theta}, F'_{\varphi})
\end{aligned}
\end{equation}
and
\begin{equation}\label{mass}
\frac{1}{r'^2}\frac{\partial}{\partial r'}(r'^2u')
+\frac{1}{r'\sin{\theta}}\frac{\partial}{\partial \theta}
(v' \sin{\theta})+\frac{1}{r'\sin{\theta}}\frac{\partial w'}{\partial \varphi}=0,
\end{equation}
respectively, where $p'(r', \theta, \varphi)$ is the pressure in the fluid, 
$\rho'$ is the (constant) density and 
$(F'_{r'}, F'_{\theta}, F'_{\varphi})=(-g',0,0)$ is the body--force vector, 
while $g' \approx 9.81 ms^{-1}$ is the (constant) gravitational acceleration 
of the Earth and $\Omega' \approx 7.29 \times 10^{-5}\  \mbox{rad s}^{-1}$  
is the constant rate of rotation of the Earth around the polar axis.

By defining a suitable length scale $H'$ as the average depth of the ocean 
(with $H' \approx 4 \mbox{km}$ for the Southern Ocean) and the speed scale 
$c'=\sqrt{g'H'}$, the original physical variables can be transformed as
\[z'=H'z, (u', v', w')=c'(ku, v, w), p'=\rho'c'^2p,\]
where $k$ is the scaling factor, associated with the vertical component 
of the velocity. Typically, the ratio of vertical to horizontal speed 
is less than $10^{-4}$ (see \cite{cj-prs}).

On setting $\varepsilon= H'/R'$, where $R' \approx 6378$ km is the radius 
of the Earth, the equations \eqref{euler}, \eqref{mass} for a steady flow become
\begin{equation}\label{new-2}
\begin{aligned}
&\Big( \frac{k}{\varepsilon}u\frac{\partial}{\partial z}+\frac{v}{1+\varepsilon z}
 \frac{\partial}{\partial \theta}+\frac{w}{(1+\varepsilon z)\sin{\theta}}
 \frac{\partial}{\partial \varphi}\Big)(ku, v, w)\\
&+\frac{1}{1+\varepsilon z}(-v^2-w^2, kuv-w^2\cot \theta, kuw+vw\cot{\theta})\\
&+2\frac{\Omega'R'}{c'}(-w\sin{\theta}, -w\cos{\theta}, 
 ku\sin{\theta}\cos{\theta}, 0)\\
&-(1+\varepsilon z)\big( \frac{\Omega' R'}{c'}\big)^2(\sin^2{\theta}, 
 \sin{\theta}\cos{\theta},0) \\
&=-\Big( \frac{1}{\varepsilon}\frac{\partial p}{\partial z}, 
 \frac{1}{1+\varepsilon z}\frac{\partial p}{\partial \theta}, 
 \frac{1}{(1+\varepsilon z)\sin{\theta}}\frac{\partial p}{\partial \varphi}\Big)
 + \frac{R'}{c'^2}(-g', 0, 0),
\end{aligned}
	\end{equation}
\begin{equation}\label{new-3}
\frac{k}{\varepsilon(1+\varepsilon z)^2}\frac{\partial}{\partial z}
\{(1+\varepsilon z)^2u\}+\frac{1}{(1+\varepsilon z)
\sin{\theta}}\big\{\frac{\partial}{\partial \theta}(v\sin{\theta})
 +\frac{\partial w}{\partial \varphi} \big\} =0.
\end{equation}

The scaling factor $k$ is  taken  equal to $\varepsilon^2$ 
(see the discussion in~\cite{cj-prs}).
Define 
$$
P=p+\frac{H'g'}{c'^2}z,
$$
to obtain the following form of the governing equations:
\begin{equation}\label{NEW-4}
\begin{aligned}
&\Big(\varepsilon u \frac{\partial}{\partial z}+\frac{v}{1+\varepsilon z}
 \frac{\partial}{\partial \theta}
 + \frac{w}{(1+\varepsilon z)\sin{\theta}}\frac{\partial}{\partial \varphi} 
 \Big)(\varepsilon^3u, v, w)\\
&+\frac{1}{1+\varepsilon z}(-\varepsilon v^2-\varepsilon w^2, 
 \varepsilon^2 uv-w^2\cot{\theta}, \varepsilon^2 uw+vw\cot{\theta})\\
&+2\omega(-\varepsilon w\sin{\theta}, -w\cos{\theta}, 
 \varepsilon^2 u\sin{\theta}+v\cos{\theta})\\
&-(1+\varepsilon z)\omega^2(\varepsilon \sin^2{\theta}, \sin{\theta}\cos{\theta},0)\\
&=-\Big( \frac{\partial P}{\partial z}, \frac{1}{1+\varepsilon z}
 \frac{\partial P}{\partial \theta}, \frac{1}{(1+\varepsilon z)
 \sin{\theta}}\frac{\partial P}{\partial \varphi}\Big), 	
\end{aligned}
\end{equation}
and
\begin{equation}\label{new-5}
\frac{\varepsilon}{(1+\varepsilon z)^2}\frac{\partial}{\partial z}
\{ (1+\varepsilon z)^2u\} +\frac{1}{(1+\varepsilon z)\sin{\theta}}
\big\{ \frac{\partial}{\partial \theta}(v\sin{\theta})
 +\frac{\partial w}{\partial \varphi}\big\} =0,
\end{equation}
where $\omega=\frac{\Omega' R'}{c'}$ is the non-dimensional form of 
the Coriolis parameter.

The leading-order problem in $\varepsilon$ is obtained in the limit
 $\varepsilon \to 0$, being therefore given by
\begin{gather}	\label{eq1}
\frac{\partial \Pi}{\partial z}=0,\\
\label{eq2}
\Big(v\frac{\partial}{\partial \theta}+\frac{w}{\sin{\theta}}
 \frac{\partial}{\partial \varphi} \Big)v 
 - w^2\cot{\theta}-2\omega w \cos{\theta}
 =-\frac{\partial \Pi}{\partial \theta},\\
\label{eq3}
\Big(v\frac{\partial}{\partial \theta}+\frac{w}{\sin{\theta}}
 \frac{\partial}{\partial \varphi} \Big)w 
 +vw\cot{\theta}+2\omega v \cos{\theta}
=-\frac{1}{\sin{\theta}}\frac{\partial \Pi}{\partial \varphi},\\
\label{eq4}
\frac{\partial}{\partial \theta}(v\sin{\theta})
+\frac{\partial w}{\partial \varphi}=0,	
\end{gather}
where  
$$
\Pi=P+\frac{1}{4}\omega^2\cos{2\theta}.
$$
Using \eqref{eq4} one can introduce the stream function $\psi$ by
\begin{equation} \label{eq5}
v=\frac{1}{\sin \theta}\psi_{\varphi},\quad  w=-\psi_{\theta}.
\end{equation}

The compatibility confirm generated by the elimination of $\Pi$ from 
\eqref{eq1}--\eqref{eq3} yields the vorticity equation
\begin{equation} \label{eq6}
\begin{aligned}
&\psi_{\varphi}
 \Big(\frac{1}{\sin^2\theta}\psi_{\varphi \varphi}
 +\psi_{\varphi}\cot \theta +\psi_{\theta \theta}-2\omega \cos\theta 
 \Big)_{\theta}\\
&-\psi_{\theta}\Big(\frac{1}{\sin^2\theta}\psi_{\varphi \varphi}
 +\psi_{\varphi}\cot \theta +\psi_{\theta \theta}-2\omega \cos\theta 
 \Big)_{\varphi}  =0.
\end{aligned}
\end{equation}

Here the vorticity in the flow, at leading order, expressed in spherical 
coordinates, is given by the expression
$$
\frac{1}{\sin^2\theta}\psi_{\varphi \varphi}+\psi_{\varphi}\cot \theta 
+\psi_{\theta \theta}.
$$
Defining
$$
\Psi(\theta, \varphi)=\omega\cos \theta + \psi(\theta, \varphi),
$$
as the vorticity of the underlying motion of the ocean 
(relative to the Earth's surface and not driven by the rotation of the Earth), 
equation \eqref{eq6} then becomes
\begin{equation}\label{eq7}
\begin{aligned}
&(\Psi-\omega\cos \theta)_{\varphi}
\Big(\frac{1}{\sin^2\theta}\psi_{\varphi \varphi}
+\psi_{\varphi}\cot \theta +\psi_{\theta \theta} \Big)_{\theta}\\
&-(\Psi-\omega\cos \theta)_{\theta}
\Big(\frac{1}{\sin^2\theta}\psi_{\varphi \varphi}+\psi_{\varphi}\cot \theta 
+\psi_{\theta \theta} \Big)_{\varphi}=0.
\end{aligned}
\end{equation}

In regions where $\nabla\left( \Psi-\omega\cos \theta\right)  \ne 0$, 
by the rank theorem (see \cite{abbr}) the solution  of \eqref{eq7} 
can be expressed in the form
\begin{equation}\label{gyf}
\frac{1}{\sin^2\theta}\,\Psi_{\varphi\varphi} +
\Psi_\theta \cot\theta +\Psi_{\theta\theta}=F(\Psi  -\omega\,\cos\theta)\,,
\end{equation}
where $F(\Psi  -\omega\,\cos\theta)$ is the oceanic vorticity, which is 
typically one order of magnitude larger than the planetary vorticity 
$2\omega\cos\theta$, generated by the Earth's rotation
(see the data in \cite{cj-prs}). The (total) vorticity of a the gyre flow 
is the sum of the oceanic vorticity, $F(\Psi  -\omega\,\cos\theta)$, 
and of the planetary vorticity $2\omega\,\cos\theta$. 
The planetary vorticity is prescribed by
the characteristics of the Earth's rotation but the oceanic vorticity can change 
from location to location, being dependent
on specific features (for example, the prevailing wind pattern, which induces 
near-surface currents)
of the type of ocean flow that is under consideration. 
The main sources of oceanic vorticity are wind force \cite{jon} and the
gravitational forces due to the relative motions of the Moon, 
the Sun and the Earth in the form of
the tidal currents -- the horizontal unidirectional movements of water 
associated with the rise and fall of
the tide. These two major types of oceanic vorticities can be regarded as 
non-zero constants (see the discussions in \cite{CSV}, \cite{Ew}), 
with the sign (positive or negative) depending on the prevalent
wind direction, and, respectively, on whether the tidal flow mode is of 
ebb or flood type. Furthermore, non-constant oceanic vorticities are often 
encountered in gyre flows. Gyres exist at all latitudes, except near 
the Equator (see discussions in \cite{cj-jpo-ew,fedorov}).

Let us briefly explain why the ocean flow near the Equator is quite different 
from other latitudes. In equation \eqref{euler}, the contributions 
from the rotation of the Earth are
$$
2\Omega'(-w'\sin{\theta}, -w'\cos{\theta}, u'\sin\theta+v'\cos\theta)
-r'\Omega'^2(\sin^2\theta, \sin\theta\cos\theta, 0)
$$
and at the Equator $\theta=\frac{\pi}{2}$ there become
$$
\Omega'(-w', 0, u')-r'\Omega'^2(1, 0, 0).
$$
We observe a vanishing of the meridional component of the Coriolis terms,
 which has the physical effect that the Equator works as a natural boundary,
 guiding the flow propagation towards the east-west direction (see \cite{fedorov}).
 Furthermore, there is a pronounced stratification in equatorial ocean regions, 
greater than anywhere else in the ocean (see the discussion in \cite{cj-prs}): 
this manifests itself by the presence of a sharp thermocline which separates 
the near-surface layer from the deeper layer, both being accurately 
described as having constant density with a difference in density across 
the thermocline of about $1 \%$ (the deeper layer being  denser, so that 
we have stably stratified setting). Furthermore, the water masses of the 
Equatorial undercurrents in the Pacific  Ocean and in the Atlantic Ocean
 move from westwards in the upper layers to eastwards in the lower ones, 
while at the depth of about $240 \mbox{m}$ we observe a motionless still water. 
The situation in the Indian Ocean is even more complicated, with flow direction 
reversal due to the monsoon seasons (see the discussion in \cite{cj-pf}). 
For these reasons, in dealing with ocean flows, at the Equator, one has to 
account for strong currents which are depth--dependent, and this places 
such type of considerations outside the scope of the study \cite{cj-prs} and  
 of the present considerations. Though the study of wave-current interactions 
in flows with vorticity is a topic of great current interest (see the discussions
in \cite{cb}, \cite{C-2012}--\cite{dp}, \cite{hen}--\cite{hen-2016}, \cite{t}), 
at the large scales that are relevant for the ACC these are secondary
 effects that can be ignored.

To avoid the complications associated with the use of spherical coordinates 
we rely on the stereographic projection of the unit sphere centred at  
origin from the North Pole to the equatorial plane (see Figure 2).
The model \eqref{gyf} in spherical coordinates is thus transformed into an 
equivalent planar elliptic partial differential equation \cite{cj-prs}: in
our coordinates the stereographic projection is defined by
\begin{equation}\label{stereo}
\xi=r\,e^{i\,\phi}\quad\text{with}\quad
 r=\cot\Big( \frac{\theta}{2}\Big)=\frac{\sin\theta}{1-\cos\theta}\,,
\end{equation}
where $(r,\phi)$ are the polar coordinates in the equatorial plane, and it 
transforms \eqref{gyf} into
$$
\psi_{\xi \bar{\xi}}+2\omega\,\frac{1-\xi \bar{\xi}}{(1+ \xi \bar{\xi})^3}
-\frac{F(\psi)}{(1+ \xi \bar{\xi})^2}=0\,.
$$
The above equation is equivalent, using the Cartesian coordinates $(x,y)$ 
in the complex $\xi$-plane, to the
following semilinear elliptic partial differential equation
\begin{equation}\label{epde}
\Delta \psi+8\omega\,\frac{1-(x^2+y^2)}{(1+ x^2+y^2)^3}
-\frac{4F(\psi)}{(1+ x^2+y^2)^2}=0\,,
\end{equation}
where $\Delta=\partial_x^2+\partial_y^2$ denotes the Laplace operator.

\begin{figure}[tb]
\centering
 \includegraphics[scale=.33]{fig2} % km2.eps
\caption{The stereographic projection $P \mapsto P'$ from the North Pole to the equatorial plane:
for any point $P$ in the Southern Hemisphere, the straight line connecting it to the North Pole intersects the
equatorial plane in a point $P'$ belonging to the interior of the circular region delimited by the Equator. The depicted thick
band, delimited by two parallels of latitude, represents one
of the jets of the Antarctic Circumpolar Current and is mapped bijectively into an
annular planar region concentric with the Equator.}
\end{figure}

The ACC presents a considerable uniformity in the azimuthal direction 
and this feature is helpful to simplify the problem further. 
Indeed, gyres with no variation in the azimuthal direction
correspond to radially symmetric solutions $\psi=\psi(r)$ of 
 problem \eqref{epde}. In this setting,
performing the change of variables
\begin{equation}\label{u}
\psi(r)=U(s)\,,\quad s_1 < s < s_2\,,
\end{equation}
with
\begin{equation}\label{rt}
r=e^{-s/2} \quad\text{for } 0<s_1=-2\ln(r_+)< s_2=-2\ln(r_-)\,,
\end{equation}
for $0<r_-<r_+<1$, transforms the semilinear elliptic partial differential 
equation \eqref{epde} to the second-order ordinary differential equation
\begin{equation}\label{odex}
U''(s)- \frac{e^s}{(1+e^s)^2} \,F(U(s))
+ \frac{2\omega e^s (1-e^s)}{(1+e^s)^3}=0\,,\quad s_1 < s < s_2\,.
\end{equation}
The flow in a jet component of the ACC, between the parallels of latitude 
defined by an appropriate choice of $r_\pm \in (0,1)$ with
$r_+/r_- \in (1,2)$, is modelled by coupling \eqref{odex}
with the boundary conditions
\begin{equation}\label{bcx}
U(s_1)=U(s_2)=0\,.
\end{equation}
expressing the fact that the boundary of the jet is a streamline 
-- since the flow is steady, this means that a particle
there will be confined to the boundary at all times. We therefore propose
\eqref{odex}-\eqref{bcx} as a model for a jet component of the ACC. 
In this formulations the choice of the oceanic vorticity $F$ entails
different properties of the solution $U$, which determines the 
entire flow pattern.

\section{Main results}

Given $0<s_1<s_2$, the change of variables
\begin{equation}\label{cs}
u(t)=U(s)\quad\text{with}\quad t=\frac{s-s_1}{s_2-s_1}\,,
\end{equation}
transforms the second-order differential equation \eqref{odex} with 
the boundary conditions \eqref{bcx}
to the equivalent two-point boundary-value problem
\begin{gather}
 u'' = a(t)F(u) +b(t)\,,\quad 0 < t <1\,,\label{ode} \\
 u(0)=u(1)=0\,,\label{bc}
\end{gather}
where
\begin{gather*}
a(t)=\frac{(s_2-s_1)^2\,e^{(s_2-s_1)t+s_1}}{(1+e^{(s_2-s_1)t+s_1})^2} >0\,,\\
b(t)=-\frac{2\omega(s_2-s_1)^2 e^{(s_2-s_1)t+s_1} (1-e^{(s_2-s_1)t+s_1})}
{(1+e^{(s_2-s_1)t+s_1})^3}\,,
\end{gather*}
for $t \in [0,1]$.
Boundary-value problem \eqref{ode}-\eqref{bc} is called {\it non-resonant} 
if it has a solution for every continuous forcing
$b$, while {\it resonance} refers to the fact that it is solvable only for 
suitable continuous functions $b$.
However, in our setting the functions $a$ and $b$
are fixed and of interest are various choices for the nonlinearity $F$.
 Explicit solutions for $F$ constant and for $F(u)=-2u$ were provided
in \cite{m1}, while the existence of solutions for a special class of 
nonlinear functions $F$ was proved in \cite{m2}.

Considering a function $F: {\mathbb R} \to {\mathbb R}$ having the decomposition
\begin{equation}\label{ns0}
F(u)=-\lambda u + f(u)\,,
\end{equation}
for a suitable parameter $\lambda$ and some function 
$f: {\mathbb R} \to {\mathbb R}$, the linear problem associated with
\eqref{ode}-\eqref{bc} is
\begin{gather}
 u'' = -\lambda a(t)u +b(t)\,,\quad 0 < t <1\,,\label{lode} \\
 u(0)=u(1)=0\,.\label{lbc}
\end{gather}
Since $a(t)>0$ on $(0,1)$ has a second derivative that admits a 
continuous extension to $[0,1]$, the corresponding homogeneous linear problem,
\begin{gather}
 u'' +\lambda a(t)u=0 \,,\quad 0 < t <1\,,\label{hlode} \\
 u(0)=u(1)=0\,,\label{hlbc}
\end{gather}
can be transformed into the problem
\begin{gather}
 w'' +[\lambda A^2 + \mathfrak{A}(T)]\,w=0 \,,\quad 0 < T <1\,,\label{tode} \\
 w(0)=w(1)=0\,,\label{tbc}
\end{gather}
by the Liouville transformation (see \cite[Chapter III]{mw})
\begin{gather}
T=\frac{1}{A}\int_0^t \sqrt{a(\tau)}\,d\tau\,,\quad
 A=\int_0^1 \sqrt{a(\tau)}\,d\tau\,,\label{liou1}\\
 w(T)=\sqrt[4]{a(t)}\,u(t)\,,\quad 
\mathfrak{A}(T)=\frac{1}{\sqrt[4]{a(t)}} \frac{d^2 \sqrt[4]{a(t)}}{dT^2}\,,
\label{liou2}
\end{gather}
whose inverse is given by
\begin{equation}\label{A}
t=A \int_0^T \frac{1}{[a^\ast(\xi)]^2}\,d\xi\,,\quad 
\frac{1}{A}=\int_0^1 \frac{1}{[a^\ast(\xi)]^2}\,d\xi\,,
\end{equation}
where $a^\ast(T)=\sqrt[4]{a(t)}$ is, for $T \in (0,1)$, a positive 
solution of the differential equation
$$
\frac{d a^\ast}{dT^2}=\mathfrak{A}(T) a^\ast(T)\,.
$$
On the other hand, the nonlinear boundary-value
problem \eqref{ode}-\eqref{bc} is transformed by means of 
\eqref{liou1}-\eqref{liou2} into
\begin{gather}
 w'' +[\lambda A^2 + \mathfrak{A}(T)]\,w={\mathfrak F}(w,T)+B(T) \,,\quad
 0 < T <1\,,\label{oden} \\
 w(0)=w(1)=0\,,\label{bcn}
\end{gather}
where
\begin{equation}\label{B}
\begin{gathered}
{\mathfrak F}(w,T)=\frac{A^2}{[a^\ast(T)]^3} \,f\Big(\frac{w(T)}
 {a^\ast(T)}\Big)\,,\\
B(T)=\frac{A^2}{[a^\ast(T)]^3}\,b(t)\,,
\end{gathered}
\end{equation}
for $T \in [0,1]$ and $w \in {\mathbb R}$.
Setting ${\mathfrak F} \equiv 0$ in \eqref{oden} yields the transformation 
of the inhomogeneous boundary-value problem \eqref{lode}-\eqref{lbc} by means 
of \eqref{liou1}-\eqref{liou2} into
\begin{gather}
w'' +[\lambda A^2 + \mathfrak{A}(T)] w=B(T) \,,\quad 0 < T <1\,,\label{loden} \\
w(0)=w(1)=0\,.\label{lbcn}
\end{gather}

\subsection{Linear models}

Multiplying \eqref{hlode} by $u(t)$ and integrating the outcome on $[0,1]$ yields
$$
\lambda \int_0^1 a(t) u^2(t)\,dt=\int_0^1 [u'(t)]^2\,dt\,,
$$
which shows that all eigenvalues $\lambda$ of the weighted Sturm-Liouville 
problem \eqref{hlode}-\eqref{hlbc} are
strictly positive (since $u' \equiv 0$ forces $u \equiv 0$). 
On the other hand, the Liouville transformation
ensures that all these Dirichlet eigenvalues are all simple (that is, 
the corresponding eigenspace is one-dimensional), countable in number and
accumulating at $+\infty$ (see \cite{mw}); we denote them by 
$\{\lambda_n\}_{n \ge 1}$, in increasing order. Moreover,
given $B \in L^2[0,1]$, let ${\mathbb S}(B) \in H^2(0,1)$ be the unique 
solution of $u''=B$ in $(0,1)$, with $u(0)=u(1)=0$; we have that
$$
({\mathbb S}(B))(T)=\int_0^T (T-T')B(T')\,dT'\,,\quad T \in [0,1]\,.
$$
In general, functions in the Sobolev space $H^2(0,1)$ are continuously
 differentiable on $[0,1]$ and thus, in particular, they have a trace
on the boundary. The problem \eqref{oden}-\eqref{bcn} with 
${\mathcal F} \equiv 0$ is equivalent to finding a solution
$w \in H^1(0,1)$ of the functional equation 
$w={\mathbb S}(B-[\lambda A^2+{\mathcal A}]w)$. Since the operator
${\mathbb T}: H^1(0,1) \to H^1(0,1)$ defined by 
${\mathbb T}w= -{\mathbb S}([\lambda A^2+{\mathcal A}]w)$ is compact,
the Fredholm alternative (see \cite{b}, Chapter 8) yields that 
 problem \eqref{loden}-\eqref{lbcn}
has a solution for every $B \in L^2[0,1]$ if and only if the only solution 
of \eqref{tode}-\eqref{tbc} is $w \equiv 0$, that is, if and only if
$\lambda$ is not a Dirichlet eigenvalue of \eqref{hlode}-\eqref{hlbc}; 
this solution being unique.
On the other hand, if $\lambda>0$ is a Dirichlet
eigenvalue with corresponding eigenfunction $w_0$, then 
 problem \eqref{loden}-\eqref{lbcn}
has a solution if and only if
\begin{equation}\label{ort0}
\int_0^1 B(T)w_0(T)\,dT=0\,,
\end{equation}
relation that, in view of \eqref{B} and \eqref{liou1}-\eqref{liou2},
 we can recast as
\begin{equation}\label{ort}
\int_0^1 b(t)u_0(t)\,dt=0\,,
\end{equation}
in terms of the corresponding eigenfunction $u_0(t)$ of 
\eqref{hlode}-\eqref{hlbc}. If the orthogonality condition
\eqref{ort0} is satisfied, the solution to \eqref{loden}-\eqref{lbcn} is not unique, 
as any two solutions differ by a solution of \eqref{tode}-\eqref{tbc}; 
equivalently, if the orthogonality condition
\eqref{ort} is satisfied, then the solution to \eqref{lode}-\eqref{lbc} 
is not unique since any two solutions differ
by a solution of \eqref{hlode}-\eqref{hlbc}.

\begin{remark} \rm
The considerations in \cite{m1} show, by finding an explicit set of fundamental 
solutions, that $\lambda=0$ and $\lambda=2$ are not eigenvalues for 
\eqref{hlode}-\eqref{hlbc}. Note that we can deal with the case of constant $F$ by
merely taking $F \equiv 0$ (which corresponds to 
$F(u)=-\lambda u$ with $\lambda=0$) and adding a suitable multiple of
the function $a$ to the forcing term $n$.$\hfill\Box$
\end{remark}

Let us now prove the following result.

\begin{theorem}\label{t1}
For any linear oceanic vorticity of the type $F(u)=-\lambda u$ with
$\lambda \le 2$, there exists a uniquely determined stream function 
that arises as a solution
to the problem \eqref{ode}-\eqref{bc}.
\end{theorem}

\begin{proof}
Using the variational characterization of the first smallest eigenvalue
for \eqref{hlode}-\eqref{hlbc}, along the lines of the considerations made 
in \cite[Section 3.1]{cb} for
a similar type of problem, we find that
\begin{equation}\label{la1}
\lambda_1 =\inf_{u \in H_0^1(0,1): u \not\equiv 0} 
\Big\{ \frac{\int_0^1 [u'(t)]^2\,dt}{\int_0^1 a(t)u^2(t)\,dt}\Big\}\,,
\end{equation}
where $H_0^1(0,1)$ is the Hilbert space 
$\{u \in H^1(0,1):\ u(0)=u(1)=0\}$. Since $s_2-s_1=\ln(r_+/r_-)<1$, we
have that
$$
2a(t)=(s_2-s_1)^2\frac{2\,e^{(s_2-s_1)t+s_1}}{(1+e^{(s_2-s_1)t+s_1})^2} 
\le (s_2-s_1)^2 <1\,,\quad t \in [0,1]\,.
$$
On the other hand, if $t_0 \in (0,1)$ is the point in $[0,1]$ where the
 maximum of $t \mapsto u^2(t)$ is attained for
$u \in H_0^1(0,1)$, $u \not\equiv 0$, then
$$
u^2(t_0) =\Big( \int_0^{t_0} u'(t)\,dt\Big)^2 
\le \Big( \int_0^1 |u'(t)|\,dt\Big)^2 \le \int_0^1 [u'(t)]^2\,dt\,.
$$
Consequently
$$
\frac{2}{(s_2-s_1)^2}\,\int_0^1 a(t)u^2(t)\,dt < \int_0^1 u^2(t)\,dt 
\le u^2(t_0) \le \int_0^1 [u'(t)]^2\,dt\,,
$$
which yields $\lambda_1 \ge \tfrac{2}{(s_2-s_1)^2} >2$. 
This prevents resonance for any linear function
$F(u)=-\lambda u$ with $\lambda \le 2$, in view of the considerations 
that precede the statement, and the proof is
complete.
\end{proof}

\subsection{Nonlinear models} 
For a small nonlinear perturbation of a non-resonant linear state of the form 
$u \mapsto -\lambda u$ (that is, with $\lambda$ not an eigenvalue), 
the existence of solutions of \eqref{ode}-\eqref{bc} is established by 
our next result.

\begin{theorem}\label{t2}
Assume that $F$ is of the form \eqref{ns0}, with $\lambda \in {\mathbb R}$ 
not an eigenvalue of the Dirichlet problem
\eqref{hlode}-\eqref{hlbc}, and with the continuous function 
$f: {\mathbb R} \to {\mathbb R}$ uniformly bounded. Then
there exists a solution to \eqref{ode}-\eqref{bc}.
\end{theorem}

\begin{proof}
Let $C[0,1]$ be the Banach space of all continuous functions 
$u: [0,1] \to {\mathbb R}$, endowed with the norm 
$\| u \|=\sup_{t \in [0,1]} \{|u(t)|\}$ and let $C^2_0[0,1]$ be the 
Banach space of all twice continuously differentiable functions 
$u: [0,1] \to {\mathbb R}$ with
$u(0)=u(1)=0$, endowed with the norm obtained by taking the maximum over 
$[0,1]$ of the absolute values of the derivatives of $u$
of order $k \le 2$ (that is, $\max\{\| u \|,\,\| u' \|,\,\| u'' \|\}$). 
The assumption that $\lambda$ is not
a Dirichlet eigenvalue ensures (along the lines of the arguments presented 
in \cite{brown}) that the linear operator
$L: C^2_0[0,1] \to C[0,1]$ defined by $Lu=u''+\lambda a u$ is ivertible. 
Its inverse $L^{-1}: C[0,1] \to C^2_0[0,1]$,
expressible by means of a Green's function, takes bounded subsets of 
$C[0,1]$ to bounded subsets of $C^2_0[0,1]$. Note
that a solution of \eqref{ode}-\eqref{bc} is a fixed point of the operator 
$L^{-1}(a+f(u))$ in $C[0,1]$. Since $f$ is uniformly
bounded, we can find a closed ball in $C[0,1]$, centered at the origin, 
that is mapped into itself by the compact operator
$u \mapsto L^{-1}(a+f(u))$; the compactness being a consequence of the 
Arzel\`a-Ascoli theorem (see \cite{brown}). The
existence of a fixed point $u \in C[0,1]$ follows now from Schauder's 
theorem (see \cite{brown}), and a glance at the range
of $L^{-1}$ confirms that actually $u \in C^2_0[0,1]$.
\end{proof}

\begin{remark} \rm
The requirements of Theorem \ref{t2} are only sufficient. 
Indeed, in \cite{m2} we showed that in the case $\lambda=0$, solutions
to \eqref{ode}-\eqref{bc} exist for continuous functions 
$f: {\mathbb R} \to {\mathbb R}$ for which we can find constants 
$m_0,\, M_0 >0$ with $uf(u)+m_0|u| \ge 0$ for $|u| \ge M_0$, and this setting 
comprises the example $f(u)=u$ which does not enter into the framework
of Theorem \ref{t2}. On the other hand, for $F(u)=-\lambda u$ with 
$\lambda>0$ different from the discrete set $\{\lambda_n\}_{n \ge 1}$ of 
the Dirichlet eigenvalues  of \eqref{hlode}-\eqref{hlbc}, the existence 
of a solution to \eqref{ode}-\eqref{bc} follows either from Theorem \ref{t1} 
or from Theorem \ref{t2} while the result in \cite{m2} is not 
applicable.
\end{remark}

\begin{remark} \rm
If $F$ is of the form \eqref{ns0}, with $\lambda \in {\mathbb R}$ an eigenvalue 
of the Dirichlet problem \eqref{hlode}-\eqref{hlbc}, the discussion preceding 
Theorem \ref{t1} shows that linear resonance will occur if $f \equiv 0$, in
which case \eqref{ort} is the necessary and sufficient condition for the 
existence of solutions to \eqref{ode}-\eqref{bc}. The issue of the
existence of nonlinear perturbations $f \not\equiv 0$ which ensure the 
solvability of \eqref{ode}-\eqref{bc} has been addressed in
the research literature (see the discussion in \cite{in}) but the results 
that we are aware of are of limited practical interest since
they involve as a crucial constraint the validity of a constraint of the 
type \eqref{ort} with an eigenfunction $u_0(t)$ that is not
available in explicit form.$\hfill\Box$
\end{remark}

\begin{thebibliography}{10}

\bibitem{abbr} R. Abraham, E. J. Marsden, Ratiu T. Manifolds;
\emph{Tensor analysis, and applications}, (1988), New York, NY: Springer.

\bibitem{b} H. Brezis; 
\emph{Functional analysis, Sobolev spaces and partial differential equations}, 
Springer, New York, 2011.

\bibitem{brown} R. F. Brown;
\emph{A topological introduction to nonlinear analysis},
 Birkh\"auser Boston, Inc., Boston, MA, 2004.

\bibitem{chu} J. Chu;
 On a differential equation arising in geophysics, {\it Monatsh Math.},
 (2017), https: //doi.org/10.1007/s00605-017-1087-1

\bibitem{cb} A. Constantin;
 \emph{Nonlinear water waves with applications to wave-current interactions
 and tsunamis}, CBMS-NSF Regional Conference Series in Applied Mathematics, 
81, SIAM, Philadelphia, PA, 2011.

\bibitem{cj-jpo-acc} A. Constantin, R. S. Johnson;
 An exact, steady, purely azimuthal flow as a model for the Antarctic 
Circumpolar Current, \emph{J. Phys. Oceanogr.} \textbf{46} (2016), 3585--3594.

\bibitem{cj-pf} A. Constantin, R. S. Johnson;
 AA nonlinear, three-dimensional model for ocean flows, motivated by some
observations of the Pacific Equatorial Undercurrent and thermocline,
\emph{Physics of Fluids} \textbf{29}, (2017) https://doi.org/10.1063/1.4984001.

\bibitem{cj-jpo-ew} A. Constantin, R. S. Johnson;
 The dynamics of waves interacting with the Equatorial Undercurrent,
\emph{Geoph. and Astroph. Fluid Dyn.} \textbf{46} (2016), 3585--3594.

\bibitem{cj-prs} A. Constantin, R. S. Johnson;
 Large gyres as a shallow-water asymptotic solution of Euler's equation 
in spherical coordinates,
\emph{Proc. Roy. Soc. London A} \textbf{109}, No 4 (2015), 311--358.

\bibitem{cm} A. Constantin, S. G. Monismith;
 Gerstner waves in the presence of mean currents and rotation,
\emph{J. Fluid Mech.} \textbf{820} (2017), 511--528.

\bibitem{CSV} A.~Constantin, W.~Strauss, E.~Varvaruca;
 Global bifurcation of steady gravity water
waves with critical layers, {\it Acta Mathematica} \textbf{217} (2016), 195--262.

\bibitem{C-2012} A. Constantin;
 An exact solution for Equatorially trapped waves,
\emph{J. Geophys. Res.-Oceans}  \textbf{117} (2012), C05029.

\bibitem{C-2014} A. Constantin;
 Some nonlinear, equatorially trapped, nonhydrostatic
internal geophysical waves, \emph{J. Phys. Oceanogr.} \textbf{44} (2014), 781-789.

\bibitem{dp} A.~F.~T.~da Silva, D.~H.~Peregrine;
 Steep, steady surface waves
on water of finite depth with constant vorticity, {\it J. Fluid
Mech.} \textbf{195} (1988), 281--302.


\bibitem{Ew} J. A. Ewing;
 Wind, wave and current data for the design of ships and offshore structures,
{\it Marine Structures} \textbf{3} (1990), 421--459.

\bibitem{fedorov} A. V. Fedorov, J. N. Brown;
 equatorial waves, Yale University, Neq Haven, CT, USA (2009) 3679--3695.

\bibitem{Ga} T. Garrison;
 \emph{Essentials of oceanography}, National Geographic Society/Cengage Learning: 
Stamford, USA, 2014.

\bibitem{hen} D. Henry;
 Large amplitude steady periodic waves for fixed-depth rotational flows, 
\emph{Comm. Partial Differential Equations} \textbf{38} (2013), 1015--1037.

\bibitem{hen-2013} D. Henry;
 An exact solution for equatorial geophysical water waves
with an underlying current, \emph{European J. Mech. B/Fluids} 
\textbf{38} (2013), 18-21.

\bibitem{hen-2016} D. Henry;
 Equatorially trapped nonlinear water waves in a $\beta$-plane approximation 
with centripetal forces, \emph{J. Fluid Mech.} \textbf{804} (2016), R1.

\bibitem{hm} H.-C. Hsu, C. I. Martin;
 On the existence of solutions and the pressure function related to the 
Antarctic Circumpolar Current,
{\it Nonlinear Anal.} \textbf{155} (2017), 285--293.

\bibitem{in} R. Iannacci, M. N. Nkashama;
 Nonlinear two-point boundary value problems at resonance without
Landesman-Lazer condition, {\it Proc. Amer. Math. Soc.} \textbf{106}
 (1989), 943--952.

\bibitem{jon} I.~G.~Jonsson;
 Wave-current interactions, in {\it The Sea}, B. Le M\'ehaut\'e, D.M. Hanes (Eds.),
Ocean Eng. Sc., vol. 9(A), Wiley, 1990, pp. 65--120.

\bibitem{mw} W. Magnus, S. Winkler;
 {\it Hill's equation}, Interscience Publ., New York, 1966.

\bibitem{m1} K. Marynets;
 On a two-point boundary-value problem in geophysics, 
{\it Applicable Analysis}, https://doi.org/10.1080/00036811.2017.1395869

\bibitem{m2} K. Marynets;
 A nonlinear two-point boundary-value problem in geophysics, 
{\it Monatsh Math.}, https://doi.org/10.1007/s00605-017-1127-x

\bibitem{q} R. Quirchmayr;
 A steady, purely azimuthal flow model for the Antarctic Circumpolar Current, 
{\it Monatsh Math.}, https://doi.org/10.1007/s00605-017-1097-z

\bibitem{t} G.~P.~Thomas;
 Wave-current interactions: an experimental and numerical study, 
{\it J. Fluid Mech.} \textbf{216} (1990) 505--536.

\bibitem{w} D. W. H. Walton;
 {\it Antarctica: global science from a frozen
continent}, Cambridge University Press, Cambridge, 2013.

\end{thebibliography}

\end{document}

