2.1. Linear analysis for SW and QG flows

This subsection examines the linear stability problem associated with the SW model on the $f$-plane, including topographic effects and under the rigid-lid approximation. Using polar coordinates $(r,\theta )$ and assuming an axisymmetric topography, a single fluid layer in this system satisfies the vorticity equation

(2.1)\begin{equation} h_{s}\,\frac{\partial q_s}{\partial t} + J(\psi_s,q_s) = 0, \end{equation}

where $\psi _s$ represents the transport function, and $q_s=h_s^{-1}(\omega _s + f_0)$ is the potential vorticity (PV), with $\omega _s = \boldsymbol {\nabla } \boldsymbol {\cdot } (h_s^{-1}\,\boldsymbol {\nabla } \psi _s)$ the relative vorticity, and $f_0$ the Coriolis parameter. Also, $J(a,b)=(\partial _r a\,\partial _{\theta }b -\partial _{\theta }a\, \partial _r b )/r$ is the Jacobian operator, and $h_s(r) = H_0 - b(r)$ is the fluid layer thickness, where $b(r)$ is the axisymmetric topographic profile with amplitude $b_0$ and horizontal scale $r_t$, and $H_0$ is the average depth of the fluid layer (figure 1). We consider isolated topographies, ${\rm d}b/{\rm d}r\rightarrow 0$ for $r\gg r_t$, which can be mountains ($b_0>0$) or valleys ($b_0<0$). Under the rigid-lid approximation, the temporal variations of the layer thickness are ignored in the continuity equation, so surface gravity waves are suppressed. The radial and azimuthal velocity components are defined as $u_s = -(h_s r)^{-1}\,\partial _{\theta }\psi _s$ and $v_s = h_s^{-1}\,\partial _r \psi _s$.

Figure 1.

Side view of a fluid layer with mean depth $H_0$ over bottom topography $b(r)$ defined as an axisymmetric submarine mountain or valley of amplitude $b_0$ and width $r_t$ on an $f$-plane.

A linear stability analysis is used to introduce small, two-dimensional disturbances $\psi _s'(r,\theta,t)$ on a basic flow $\varPsi _s(r)$, which represents a steady, axisymmetric solution of (2.1):

(2.2)\begin{equation} \psi_s(r,\theta,t) = \varPsi_s(r) +\psi_s'(r,\theta,t).\end{equation}

The basic flow can be a circular cyclonic or anticyclonic vortex swirling above the topography, which can be a mountain or a valley. Note that the potential vorticity can be written as

(2.3)\begin{equation} q_s(r,\theta,t) = Q_s(r) +q_s'(r,\theta,t),\end{equation}

where $Q_s=h_s^{-1}[\boldsymbol {\nabla } \boldsymbol {\cdot } (h_s^{-1}\,\boldsymbol {\nabla } \varPsi _s) +f_0]$ is the basic PV, and $q_s'=h_s^{-1}\,\boldsymbol {\nabla } \boldsymbol {\cdot } (h_s^{-1}\,\boldsymbol {\nabla } \psi _s')$ is its perturbation. Inserting (2.2) and (2.3) into the vorticity equation (2.1) and linearising:

(2.4)\begin{equation} h_s\,\frac{\partial q_s'}{\partial t} + J(\varPsi_s,q_s') + J(\psi_s',Q_s) = 0. \end{equation}

The disturbance is assumed of the form

(2.5)\begin{equation} \left. \begin{array}{c@{}} \psi_s'(r,\theta,t) = \phi(r)\,{\rm e}^{{\rm i}(k\theta - \sigma t)}, \\ q_s'(r,\theta,t) = \dfrac{1}{h_s}\,\mathcal{L}_{s}[\phi(r)] \,{\rm e}^{{\rm i}(k\theta - \sigma t)}, \end{array}\right\} \end{equation}

where $\mathcal {L}_s[\ ]$ is a differential operator defined by $\mathcal {L}_s = r^{-1}\,\partial _r(rh_s^{-1}\,\partial _r) - r^{-2}h_s^{-1}k^2$, $k$ is the azimuthal wavenumber, $\phi (r)$ is a complex amplitude, and $\sigma =\sigma _r + \textrm {i}\sigma _i$ is a complex number whose real part is the frequency of the disturbance, and the imaginary part represents its growth rate. The condition for instability is that the growth rate $\sigma _i$ is positive.

Applying (2.5) to (2.4) provides the generalised eigenvalue problem

(2.6)\begin{equation} \sigma \mathcal{L}_{s}\phi = \frac{k}{r}\left[\frac{\partial_r \varPsi_s}{h_s}\,\mathcal{L}_{s} - \partial_r Q_s \right]\phi. \end{equation}

The matrix representation of this equation is given by

(2.7)\begin{equation} \sigma \boldsymbol{\mathsf{A}}\,\phi(r) = \boldsymbol{\mathsf{B}}\,\phi(r),\end{equation}

where $\boldsymbol{\mathsf{A}}$ and $\boldsymbol{\mathsf{B}}$ are non-Hermitian and real matrices, $\sigma$ is the eigenvalue, and $\phi$ is the eigenfunction. Solutions of (2.6) for different wavenumbers $k$ provide the eigenvalues and, consequently, the growth rate of the corresponding perturbation. However, analytical solutions are often difficult to obtain, so the problem is usually solved numerically, as we will do in § 3.

Now we examine the QG dynamics obtained when the layer thickness is much greater than the amplitude of the topography, $H_0 \gg b_0$ (Vallis Reference Vallis2017). In this case, the vorticity equation is

(2.8)\begin{equation} \frac{\partial}{\partial t}\nabla^2 \psi + J(\psi,q) = 0,\end{equation}

where now $\psi =\psi _s/H_0$ is the stream function, and $q=\omega +h(r)$ is the QG PV, with $\omega =\nabla ^2\psi$ the relative vorticity, and $h(r)=f_0H_0^{-1}\,b(r)$ the ambient vorticity (Zavala Sansón & van Heijst Reference Zavala Sansón and van Heijst2014). The radial and azimuthal velocity components are now defined as $u = -r^{-1}\,\partial _{\theta }\psi$ and $v =\partial _r \psi$, respectively.

The perturbed flow is of the form

(2.9)\begin{equation} \psi(r,\theta,t) = \varPsi(r) +\psi'(r,\theta,t), \end{equation}

where $\varPsi$ ($=\varPsi _s/H_0$) is the basic flow, and $\psi '$ is a small perturbation. Applying the same linear analysis used for the SW equations, we obtain the generalised eigenvalue problem

(2.10)\begin{equation} \sigma \mathcal{L} \phi = \frac{k}{r}\,[\partial_r \varPsi \mathcal{L} - \partial_r (\nabla^2\varPsi + h)]\phi, \end{equation}

where the linear operator is $\mathcal {L}=\partial _{rr} + r^{-1}\,\partial _r - r^{-2}k^2$. This expression for QG can be compared with the SW version (2.6).

2.2. Barotropic instability

Barotropic instability refers to growing disturbances that arise on shear flows. A necessary criterion for instability is provided by Rayleigh's inflexion point theorem for either parallel or circular two-dimensional flows (Gent & McWilliams Reference Gent and McWilliams1986). A more restrictive (yet necessary) criterion is given by Fjørtoft's theorem. This subsection presents a new version of these theorems for circular vortices over topography.

2.2.1. Rayleigh's inflexion point theorem with topography

The generalised eigenvalue problem (2.6) in the SW model can provide an equivalent of Rayleigh's inflexion point theorem involving topography effects. First, (2.6) is rewritten as

(2.11)\begin{equation} \frac{{\rm d}}{{\rm d}r}\left(\frac{r}{h_s}\,\frac{{\rm d} \phi}{{\rm d}r} \right) - \frac{k^2}{rh_s}\,\phi - \frac{d_rQ_s}{r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s - \sigma/k}\,\phi = 0, \end{equation}

where $d_r \equiv {\textrm {d}}/{\textrm {d}r}$. Note that (2.11) assumes $r^{-1}h_s^{-1}\,d_r\varPsi _s - \sigma /k \neq 0$ to avoid trivial solutions of $\phi$ (because $d_rQ_s\neq 0$ in general). Multiplying this equation by the complex conjugate $\phi ^*$, integrating each term, and applying the null boundary conditions at $r = 0$ and $r = r_{m} \rightarrow \infty$ (the maximum value in the radial direction), both obtained from the asymptotic analysis for small and large $r$ (Gent & McWilliams Reference Gent and McWilliams1986), yields

(2.12)\begin{equation} \int_0^{r_m}\frac{r}{h_s}\,|d_r\phi|^2\, {\rm d} r + \int_0^{r_m}\frac{k^2}{rh_s}\,|\phi|^2\, {\rm d} r + \int_0^{r_m}\frac{(r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s - \sigma^*/k)\,d_rQ_s}{|r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s - \sigma/k|^2}\,|\phi|^2\, {\rm d} r=0.\end{equation}

The imaginary part of (2.12) is

(2.13)\begin{equation} \frac{\sigma_i}{k}\int_0^{r_{m}} \frac{ d_rQ_s}{|r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s - \sigma/k|^2}\,|\phi|^2 \, {\rm d} r = 0. \end{equation}

If $\sigma _i \neq 0$, then the basic flow could be unstable. In this case, to satisfy (2.13), the potential vorticity gradient must be zero at some $r=r_z$, i.e.

(2.14)\begin{equation} \left.\frac{{\rm d}}{{\rm d}r} \left[\frac{\boldsymbol{\nabla} \boldsymbol{\cdot} (h_s^{{-}1}\,\boldsymbol{\nabla} \varPsi_s) + f_0 }{h_s} \right] \right|_{r=r_z} =0, \end{equation}

which is a necessary criterion of instability for the SW model. In the QG limit, the result is equivalent but now using the QG PV:

(2.15)\begin{equation} \left.\frac{{\rm d}}{{\rm d}r} [\nabla^2 \varPsi + h(r) ] \right|_{r=r_z} =0. \end{equation}

Note that for the flat-bottom case, $h(r) = 0$, condition (2.15) demands the relative vorticity gradient to be null at some radial distance, as reported by Gent & McWilliams (Reference Gent and McWilliams1986).

2.2.2. Fjørtoft's theorem with topography

Here, we present an equivalent criterion of Fjørtoft's theorem with topography in the SW model. First, note that the real part of (2.12) allows us to find

(2.16)\begin{equation} \int_0^{r_m}\frac{d_rQ_s\,(r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s -\sigma_r/k)}{|r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s - \sigma/k|^2}\,|\phi|^2 \, {\rm d} r < 0. \end{equation}

Second, if $\sigma _i \neq 0$ and condition (2.13) is satisfied, then

(2.17)\begin{equation} (r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s|_{r=r_z} - \sigma_r/k)\int_0^{r_m}\frac{d_rQ_s}{|r^{{-}1}h_s^{{-}1}d_r\,\varPsi_s - \sigma/k|^2}\,|\phi|^2 \, {\rm d} r = 0. \end{equation}

Subtracting (2.17) from (2.16), we obtain

(2.18)\begin{equation} \int_0^{r_m}\frac{d_rQ_s\,(r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s - r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s|_{r=r_z})}{|r^{{-}1}h_s^{{-}1}\,d_r\varPsi_s - \sigma/k|^2}\,|\phi|^2 \, {\rm d} r < 0, \end{equation}

which, to be satisfied, requires that the numerator of the integrand be negative for some $r$:

(2.19)\begin{equation} \frac{{\rm d}}{{\rm d}r}\left[\frac{\boldsymbol{\nabla} \boldsymbol{\cdot} (h_s^{{-}1}\,\boldsymbol{\nabla} \varPsi_s) + f_0}{h_s}\right]\left(\frac{1}{rh_s}\,\frac{{\rm d} \varPsi_s}{{\rm d}r} - \frac{1}{r_z\,h_s(r_z)}\left.\frac{{\rm d} \varPsi_s}{{\rm d}r}\right|_{r=r_z}\right) < 0. \end{equation}

This expression indicates that circular flow over topography could be unstable if the sign of the velocity relative to the inflexion point is opposite to the sign of the potential vorticity derivative somewhere.

In the QG approximation, the instability criterion (2.19) is rewritten as

(2.20)\begin{equation} \frac{{\rm d}}{{\rm d}r}[\nabla^2\varPsi + h(r)]\left(\frac{1}{r}\,\frac{{\rm d} \varPsi}{{\rm d}r} - \frac{1}{r_z}\left.\frac{{\rm d} \varPsi}{{\rm d}r}\right|_{r=r_z}\right) < 0.\end{equation}

When there is no topography, $h(r) = 0$, (2.20) is reduced to the theorem reported by Gent & McWilliams (Reference Gent and McWilliams1986) for circular flow. Notice that Fjørtoft's theorem (2.20) requires that the point $r = r_z$, where Rayleigh's theorem is satisfied, exists.

2.3. Centrifugal instability

Vertical motions in a three-dimensional swirling flow are able to trigger centrifugal instabilities (Orlandi & Carnevale Reference Orlandi and Carnevale1999). Rayleigh's circulation theorem provides a criterion to identify this type of instability (Kloosterziel & van Heijst Reference Kloosterziel and van Heijst1991). The criterion is based on energetic considerations for an axisymmetric flow with an arbitrary azimuthal velocity $v(r)$ in the absence of viscosity, stratification and rotation, and with a flat bottom. An extension of the theorem including rotation effects was presented in Kloosterziel (Reference Kloosterziel1990) and Kloosterziel & van Heijst (Reference Kloosterziel and van Heijst1991), based on the conservation of angular momentum of fluid elements subjected to infinitesimal displacements. By following a similar analytical procedure, in this subsection we present an extension of the circulation theorem including topography effects. Note that centrifugal instability is inherently three-dimensional, in contrast with the purely two-dimensional barotropic instability examined above.

Consider the momentum equations of a circularly symmetric flow in cylindrical coordinates $(r,\theta,z)$ on the $f$-plane:

(2.21)\begin{gather} \frac{{\rm D}u}{{\rm D}t} - f_0v - \frac{v^2}{r} ={-}\frac{1}{\rho}\,\frac{\partial P}{\partial r}, \end{gather}

(2.22)\begin{gather}\frac{{\rm D}v}{{\rm D}t} + f_0 u + \frac{uv}{r} = 0, \end{gather}

(2.23)\begin{gather}0 ={-}\frac{1}{\rho}\,\frac{\partial P}{\partial z} - g, \end{gather}

where $(u,v)$ are the radial and azimuthal velocity components, $P(r,z)$ is the pressure, $g$ is gravity, and $D/Dt = \partial /\partial t + u\,\partial /\partial r + w\,\partial /\partial z$ is the material derivative, with $w$ the vertical velocity. The pressure is $\theta$-independent because the flow maintains its circular shape. The flow is assumed to maintain the hydrostatic balance in the vertical direction (as in the SW approximation).

Now consider the presence of the axisymmetric topography $b(r)$ shown in figure 1. Integrating (2.23) from an arbitrary level $z$ and the surface, the pressure is

(2.24)\begin{equation} P=\rho g[h_s(r) + b(r)] - \rho g z. \end{equation}

The first term, $p(r)=\rho g\,h_s(r)$, is the pressure associated with the surface elevation (which is neglected only in the continuity equation under the rigid-lid approximation). The horizontal momentum equations are rewritten as

(2.25)\begin{gather} \frac{{\rm D}u}{{\rm D}t} = \frac{v^2}{r} + f_0v -\frac{1}{\rho}\,\frac{{\rm d} p}{{\rm d}r} - g\,\frac{{\rm d} b}{{\rm d}r} , \end{gather}

(2.26)\begin{gather}\frac{{\rm D}}{{\rm D}t}\left(vr + \frac{1}{2}\,f_0r^2\right) = 0, \end{gather}

where (2.26) represents the conservation of absolute angular momentum.

As a basic flow, we assume a circular monopolar vortex with azimuthal velocity $v(r)$. Following Kloosterziel & van Heijst (Reference Kloosterziel and van Heijst1991), we consider a fluid element that is displaced from $r = r_0$ to $r' = r_0 + \delta r$ without changing the pressure field $p(r)$ (in this sense the displacement is considered as virtual). The new azimuthal velocity is $v'(r')$. Using the conservation law (2.26) yields

(2.27)\begin{equation} v'(r')\,r' + \tfrac{1}{2}\,f_0r'^2 = v(r_0)\,r_0 + \tfrac{1}{2}\,f_0r_0^2.\end{equation}

The radial acceleration due to the virtual displacement is obtained from (2.25) as the variation of the acceleration between both states (disturbed and basic) evaluated at $r'$:

(2.28)\begin{equation} \frac{{\rm D}^2\delta r}{{\rm D}t^2} = \left. \left( \frac{{\rm D}u'}{{\rm D}t} - \frac{{\rm D}u}{{\rm D}t}\right)\right|_{r=r'}. \end{equation}

Using (2.25), and after some manipulations,

(2.29)\begin{align} \frac{{\rm D}^2 \delta r}{{\rm D}t^2} &= \left[\frac{v'(r')^2}{r'} + f_0\,v'(r') -\frac{v(r')^2}{r'} - f_0\,v(r')\right] -g\delta\,\frac{{\rm d} b}{{\rm d}r} \nonumber\\ &= \frac{1}{r'^3} \left[ \left(v'(r')\,r' + \frac12\,f_0r'^2\right)^2 - \left(v(r')\,r' + \frac12\,f_0r'^2\right)^2 \right] - g\delta\,\frac{{\rm d} b}{{\rm d}r}. \end{align}

Here, $\delta \,\textrm {d}b/\textrm {d}r=\textrm {d}b/\textrm {d}r|_{r'} - \textrm {d}b/\textrm {d}r|_{r_0}$ is the variation of the topography gradient as the particle is displaced. Substituting the first term with (2.27) gives

(2.30)\begin{equation} \frac{{\rm D}^2 \delta r}{{\rm D}t^2} = \frac{1}{r'^3}\left[\left(v(r_0)\,r_0 + \frac{1}{2}\,f_0r_0^2\right)^2 - \left(v(r')\,r' + \frac{1}{2}\,f_0r'^2\right)^2 \right] - g\delta\,\frac{{\rm d} b}{{\rm d}r}. \end{equation}

A Taylor expansion close to $r_0$ simplifies this expression to order $\delta r$:

(2.31)\begin{equation} \frac{{\rm D}^2 \delta r}{{\rm D}t^2} \sim{-}\delta r\,\frac{{\rm d}}{{\rm d}r}\left[ \frac{1}{r_0^3}\left(v(r)\,r + \frac{1}{2}\,f_0r^2\right)^2 + g\,\frac{{\rm d} }{{\rm d}r} b(r) \right]_{r=r_0}. \end{equation}

If the fluid element is displaced outwards ($\delta r>0$), then the acceleration (2.31) in that direction is positive when

(2.32)\begin{equation} \frac{{\rm d}}{{\rm d}r}\left[\frac{1}{r_0^3}\left(v(r)\,r + \frac{1}{2}\,f_0r^2\right)^2 + g\,\frac{{\rm d} }{{\rm d}r} b(r)\right]_{r=r_0} < 0. \end{equation}

Or, taking the derivative,

(2.33)\begin{equation} \frac{2}{r_0}\left(v(r_0) + \frac{1}{2}\,f_0r_0\right)(\omega(r_0) + f_0) + g\,\frac{{\rm d}^2}{{\rm d} r^2}b(r_0) < 0,\end{equation}

with the vorticity $\omega (r) = d_r[r\,v(r)]/r$. The same condition applies for an inward displacement $\delta r<0$ and a negative acceleration. Thus (2.33) is a sufficient criterion for centrifugal instability. Scaling (2.33), we obtain the dimensionless criterion

(2.34)\begin{equation} \frac{1}{r_a}\,(\epsilon v_a + r_a)(\epsilon \omega_a + 2) + 2 \varDelta \left(\frac{L_D}{L}\right)^2\frac{{\rm d}^2 b_a}{{\rm d} r_a^2} < 0, \end{equation}

where $(\ )_a$ represents dimensionless variables, $\epsilon = 2U/Lf_0$ is the Rossby number based on the horizontal length $L$, the velocity scale $U$ and the system's angular speed $f_0/2$, $L_D = \sqrt {gH_0}/f_0$ is the deformation radius based on the mean depth, and $\varDelta =b_0/H_0$ is the normalised topographic amplitude (to be used later). Notice that the first term in (2.34) corresponds to the circulation theorem reported by Kloosterziel & van Heijst (Reference Kloosterziel and van Heijst1991) for a flat bottom, $b_0 = 0$. The new condition extends Rayleigh's circulation theorem involving topography effects. The criterion applies for SW flows and also in the QG limit, in which $b_0$ is restricted to be much smaller than the average depth $H_0$.

The stability criterion (2.34) indicates that the shape of the topography and the vortex size are essential. The shape establishes the sign of $\textrm {d}^2b/\textrm {d}r^2$; for example, a topography without inflexion point in its skirt, as is the case for a hemispherical topography, has a second derivative with only one sign, negative for a mountain or positive for a valley. Thus the hemispherical mountain (valley) tends to destabilise (stabilise) the vortex stable (unstable) over the flat bottom. A more realistic topographic shape would have at least one inflexion point, as in a Gaussian profile, so instabilities may develop depending on the radial distance at which the flow is disturbed. On the other hand, for a ‘small’ vortex in the SW dynamics ($\varDelta \sim O(1)$ and $L< L_D$ but still within the mesoscale), the topographic contribution is more relevant in the centrifugal instability than for ‘big’ vortices ($L>L_D$). In QG, $L\sim L_D$ and $\varDelta \ll 1$, so the topographic term is less important.

3.1. Vortices over an isolated topography: the basic flow

The analytical solutions reported by Gonzalez & Zavala Sansón (Reference Gonzalez and Zavala Sansón2021) are steady structures based on azimuthal modes adapted to the shapes of mountains and valleys. The flows discussed here correspond to monopolar vortices with azimuthal mode $m = 0$, and stream function amplitude $\hat {\psi }$, whose sign corresponds to either anticyclonic ($\hat {\psi } >0$) or cyclonic ($\hat {\psi } <0$) vortices. The arbitrary topographic profile is chosen Gaussian, $b(r) = b_0\,\textrm {e}^{-r^2/r_t^2}$, where $b_0$ is the mountain (valley) height (depth), and $r_t$ is the width of the topography (see figure 1).

The solutions are a family of piecewise functions depending on the topographic parameters. Scaling the radial coordinate as $s=c_0r$, with $c_0$ a factor with units $1/\textrm {length}$, the non-dimensional forms of the stream function $\varPsi _a(s)$, the azimuthal velocity $v_a(s)=d_s\varPsi _a$, and the relative vorticity $\omega _a(s)=s^{-1}\,d_s(s v_a)$ (where $d_s$ is the dimensionless radial derivative) are

(3.1)\begin{gather} \varPsi_a(s)=\frac{\varPsi}{\hat{\psi}} = \begin{cases} \varPsi_I(s;\xi_t,s_t) -a_0(\xi_t,s_t) -a_2(\xi_t,s_t)\,s^2, & s \leq s_l, \\ a_1(\xi_t,s_t)\ln s, & s \geq s_l, \end{cases} \end{gather}

(3.2)\begin{gather}v_a(s)=\frac{v}{c_0\hat{\psi}} = \begin{cases} d_s\varPsi_I(s;\xi_t,s_t)-2a_2(\xi_t,s_t)\,s, & s \leq s_l, \\ a_1(\xi_t,s_t)/s, & s \geq s_l, \\ \end{cases} \end{gather}

(3.3)\begin{gather}\omega_a(s)=\frac{\omega}{c_0^2\hat{\psi}} = \begin{cases} -\varPsi_I(s;\xi_t,s_t) + \xi_t\,H(s;s_t) - 4a_2(\xi_t,s_t), & s \leq s_l, \\ 0, & s \geq s_l. \\ \end{cases} \end{gather}

The core of the vortex is centred at the topography in a circular interior region of radius $s_l$, chosen as the first zero of the order 1 Bessel function ($s_l = 3.8317$). The exterior region $s\geq s_l$ consists of a potential flow. The coefficients $a_i$ ($i=0,1,2$) are used to guarantee the continuity of the flow variables (see Appendix A). The axisymmetric functions $\varPsi _{I}(s;\xi _t,s_t)$ and $H(s;s_t)$ (defined below), as well as the constants $a_i$, depend on the dimensionless parameters

(3.4a,b)\begin{equation} \xi_t=\frac{h_0}{c_0^2 \hat{\psi}} \equiv \frac{\varDelta}{Ro}, \quad s_t={c_0r_t}.\end{equation}

The first is the ratio between the ambient vorticity at the origin, $h_0\equiv h(0)=f_0b_0/H_0$, and the vorticity scale, $c_0^2 \hat {\psi }$. Note that $\xi _t$ is equivalent to the ratio between the relative topographic amplitude $\varDelta =b_0/H_0$ and the Rossby number based on the Coriolis parameter, $Ro=c_0^2\hat {\psi }/f_0$ (and hence $\epsilon =2\,Ro$ in the circulation theorem (2.34)). The second parameter, $s_t$, is the dimensionless horizontal scale of the topography. Hereafter we will refer to ‘narrow’ topographies when $s_t< s_l$, that is, the horizontal scale of the mountain or valley is shorter than the vortex scale. Similarly, a ‘wide’ topography means $s_t>s_l$.

The explicit expression for the topographic function $H$ is

(3.5)\begin{equation} H(s;s_t) = 1 - {\rm e}^{-(s^2/s_t^2)},\end{equation}

while the stream function $\varPsi _I$, and $d_s\varPsi _I$ in the interior region, are given by

(3.6)\begin{align} &\varPsi_{I}(s;\xi_t,s_t) = J_0(s) \nonumber\\ &\quad + \xi_t \left(\frac{\rm \pi}{2}\,Y_0(s)\int_0^sH(s';s_t)\,J_0(s')\,s'\,{\rm d}s' -\frac{\rm \pi}{2}\,J_0(s)\int_0^s H(s';s_t)\,Y_0(s')\,s'\, {\rm d} s'\right), \end{align}

(3.7)\begin{align} &d_s\varPsi_I(s;\xi_t,s_t) \equiv v_I(s;\xi_t,s_t) ={-}J_1(s) \nonumber\\ &\quad + \xi_t\left(- \frac{\rm \pi}{2}\,Y_1(s) \int_0^{s}H(s';s_t)\,J_0(s')\,s'\, {\rm d} s' + \frac{\rm \pi}{2}\,J_1(s) \int_0^{s}H(s';s_t)\,Y_0(s')\,s'\, {\rm d} s' \right), \end{align}

where $J_0$ and $Y_0$ are the order 0 Bessel functions of the first and second kind, respectively. Note that the divergence of $Y_m$ is avoided because $H(s)\rightarrow 0$ at $s\rightarrow 0$. Function $v_I(s)$ defined in (3.7) will be used later. After some calculations, it is verified that the potential vorticity is proportional to $\varPsi _I$, so that $q_a\equiv \omega _a+\xi _t \,\textrm {e}^{-(s^2/s_t^2)}=-\varPsi _I + \xi _t - 4a_2$.

A special feature of the QG solutions (3.1) is the symmetry between the signs of the vortex and topography amplitudes, both contained in parameter $\xi _t$. Specifically, an anticyclone ($\hat {\psi }>0$) over a mountain ($b_0>0$) is equivalent to a cyclone ($\hat {\psi }<0$) over a valley ($b_0<0$). Analogously, the case of a cyclone over a mountain is equivalent to an anticyclone over a valley. For quick reference, the flow/topography configurations are summarised in table 1.

Table 1.

Outline of the flow/topography configurations in the analytical solutions of circular vortices (with cyclonic or anticyclonic amplitude $\hat {\psi }$) over topography (with height or depth $b_0$).

Figure 2 presents several velocity and vorticity radial profiles of the anticyclone/mountain case, $\xi _t > 0$. When the topography is narrow (figures 2a,b), both profiles change sign at a certain radius (except for the flat topography $\xi _t=0$). The vorticity profiles indicate that the negative core of the vortex is shielded by a ring of opposite vorticity that becomes zero at $s_l$. In general, the vortices are not isolated because the total circulation (the area integral of the vorticity) is evidently different from zero. For a wide topography (figures 2c,d), the azimuthal velocity reaches a maximum at a certain radius and then decays slowly, as in typical vortex models (see e.g. van Heijst & Clercx Reference van Heijst and Clercx2009). In addition, there is also a weak opposite-sign vorticity ring surrounding the vortex core (figure 2d).

Figure 2.

(a) Azimuthal velocity and (b) relative vorticity profiles, for several antyciclone/mountain (A/M) cases over a narrow topography, $s_t=2$. (c,d) Corresponding profiles for a wide topography, $s_t=5$. The blue curves indicate the flat-bottom cases, $\xi _t = 0$.

Figure 3 shows the velocity and vorticity profiles obtained for the cyclone/mountain case $\xi _t < 0$ (equivalent to the anticyclone/valley system). Panels ($a$) and ($c$) indicate no changes in the azimuthal velocity sign for narrow and wide topographies. The signs of the vorticity profiles do not change either (panels b,d). However, with the increase of $\xi _t$, the vorticity at the periphery is more intense than at the origin.

Figure 3.

Same as in figure 2, but now for cyclone/mountain (C/M) cases.

We will now evaluate the theorems obtained in subsections §§ 2.2 and 2.3 for the basic flow presented in this subsection.

3.2. Conditions for barotropic instability: Rayleigh's theorem

Using solutions (3.1)–(3.3), the dimensionless form of Rayleigh's theorem (2.15) can be rewritten as

(3.8)\begin{equation} d_s[ \omega_a(s;\xi_t,s_t) + \xi_t(1-H(s;s_t))] \equiv \begin{cases} -v_I(s;\xi_t,s_t)=0, & s \leq s_l, \\ -\xi_t\,d_sH(s,s_t)=0, & s \geq s_l, \end{cases} \end{equation}

where $v_I=d_s\varPsi _I$ was defined in (3.7). Consider the following cases for narrow and wide topographies. If the topography becomes flat at the outer region, $d_sH(s;s_t)\equiv 0$ (narrow topography), then the theorem requires that

(3.9)\begin{equation} v_I |_{s_{in}}= 0 \end{equation}

at some $s_{in}< s_l$ in the interior region. Figures 4(a,b) present the radial profiles of $v_I(s)$ for positive and negative $\xi _t$ values with $s_t=2$. Vortices with $\xi _t > 0$ (figure 4(a) satisfy (3.9) because the sign of $v_I(s)$ changes somewhere in the interior region. Therefore, the A/M and C/V configurations may be barotropically unstable. Conversely, the velocity fields, corresponding to the cases where $\xi _t < 0$ (figure 4(b), do not satisfy (3.9) because $v_I(s)>0$ everywhere. Thus the C/M and A/V cases are neutrally stable.

Figure 4.

Profiles of the radial function $v_I$ used to evaluate Rayleigh's inflexion point theorem for narrow topography $s_t=2$: (a) $\xi _t>0$, and (b) $\xi _t<0$. (c,d) Corresponding profiles for a wide topography $s_t=5$.

When $d_sH(s;s_t) \neq 0$ in the outer region (wide topographies), the vortex might be unstable for the following situation. If $d_sH(s;s_t)$ is of definite sign, then (3.8) is satisfied if $v_I(s;\xi _t,s_t)$ is of opposite sign to $\xi _t\,d_sH(s;s_t)$ in some region, that is,

(3.10)\begin{equation} v_I|_{s_{in}} \begin{cases} > 0 & \mbox{if} \ \xi_t\,d_sH(s;s_t) < 0,\\ < 0 & \mbox{if}\ \xi_t\,d_sH(s;s_t) > 0,\end{cases}\end{equation}

where $s_{in}< s_l$. In the particular case of Gaussian topography, these relations apply because $d_sH(s;s_t) > 0$ ($<0$) for a mountain (valley). Figures 4(c,d) present the radial profile of $v_I(s)$ for positive and negative $\xi _t$ values with $s_t=5$. The A/M and C/V configurations in figure 4(c) may be unstable because they satisfy the second inequality in (3.10). In contrast, the C/M and A/V cases shown in figure 4(d) do not satisfy the first inequality in (3.10), and hence are stable.

Summarising, configurations with $\xi _t > 0$ may be unstable, and those with $\xi _t < 0$ are stable for any topography.

3.3. Conditions for barotropic instability: Fjørtoft's theorem

Now we will evaluate criterion (2.20) for our basic flow. We consider only configurations with $\xi _t > 0$ and narrow topographies where Rayleigh's criterion (3.9) is satisfied, that is, $d_sH(s;s_t) = 0$ at the outer region (see figure 4a). In these cases, the dimensionless Fjørtoft's theorem (2.20) states that the following inequality should be satisfied simultaneously with Rayleigh's theorem for some $s$:

(3.11)\begin{equation} \gamma_F \equiv v_I(s;\xi_t,s_t)\left(\frac{1}{s}\,v_I(s;\xi_t,s_t) - \frac{1}{s_{in}}\,v_I(s_{in};\xi_t,s_t)\right) > 0 \quad \mbox{for} \ s < s_l, \end{equation}

where we have used the fact that $d_sq_a = -d_s\psi _I = -v_I$. From (3.9), we know that $v_I(s_{in};\xi _t,s_t)=0$, so we can conclude that $\gamma _F$ satisfies Fjørtoft's theorem because

(3.12)\begin{equation} \gamma_F = v_I^2(s;\xi_t,s_t)/s \end{equation}

is always definite positive.

3.4. Conditions for centrifugal instability

Finally, the circulation theorem (2.34) is evaluated for our circular vortices over topography. Recalling that $\epsilon =2\,Ro=2\varDelta /\xi _t$, we obtain the necessary instability criterion if, for some $s$,

(3.13)\begin{equation} \frac{2}{s} \left(\frac{\varDelta}{\xi_t}\,v_a(s;\xi_t,s_t) + \frac{s}2 \right) \left(\frac{\varDelta}{\xi_t}\,\omega_a(s;\xi_t,s_t) + 1 \right) + \varDelta \left(\frac{L_D}{L}\right)^2 \frac{{\rm d}^2}{{\rm d}s^2}b_a(s;s_t) < 0. \end{equation}

Figure 5 shows a set of parameter space maps $Ro$ versus $\varDelta$ for different Gaussian topographies with horizontal scale $s_t$. The colours represent logical values for the condition (3.13), where blue indicates false (the configuration does not satisfy Rayleigh's circulation theorem), and red means true values (the configuration does satisfy the theorem, therefore the flow is unstable). In general, the configurations with anticyclones shown in the upper quadrants tend to be centrifugally unstable (red areas).

Figure 5.

Dimensionless parameter space $Ro=c_0^2\hat {\psi }/f_0$ versus $\varDelta =b_0/H_0$ for different width topographies $s_t$. The red (blue) colour indicates the vortex/topography configuration that satisfies (does not satisfy) Rayleigh's circulation criterion (3.13) for centrifugal instability.

3.5. Numerical solution of the generalised eigenvalue problem

The linear stability analysis for monopolar vortices over topography presented in § 2 led us to obtain the generalised eigenvalue problem (see (2.7) and (2.10)) involving the real matrixes $\boldsymbol{\mathsf{A}}$ (without dependence on physical parameters) and $\boldsymbol{\mathsf{B}}$ (depending on all physical parameters and the properties of the basic flow). The non-dimensional form of the eigenvalue problem for the circular vortices introduced in 3.1 is given by

(3.14)\begin{equation} \frac{\sigma_a}{k}\,\nabla_{ka}^2\zeta_a = \left[\frac{1}{s}\,v_a\,\nabla_{ka}^2 + \mathcal{H}_{1}\,\frac{1}{s}\,d_s\varPsi_I - \mathcal{H}_{2}\,\frac{\xi_t}{s}\,d_s({\rm e}^{{-}s^2/s_t^2}) \right]\zeta_a,\end{equation}

with $\sigma _a = \sigma /c_0^2\hat {\psi }$, $\nabla _{ka}^2 = d_{ss} +s^{-1}\,d_s -s^{-2}k^2$, and the piecewise form of the basic flow is

(3.15a,b)\begin{equation} \mathcal{H}_1=\begin{cases}1 & s, < s_l,\\ 0, & s > s_l,\end{cases} \quad \mathcal{H}_2 = \begin{cases} 0, & s < s_l,\\ 1, & s > s_l. \end{cases} \end{equation}

The numerical solution to this eigenvalue problem is based on a spectral method, which is of great accuracy and computationally economic due to exponential convergence (Orszag Reference Orszag1971; Yuhong Reference Yuhong1998). Here, we will use a spectral collocation method because it is much easier to implement than the Galerkin and Tau schemes (Yuhong Reference Yuhong1998; Trefethen Reference Trefethen2000). The radial direction is non-uniformly discretised from 0 to 32 dimensionless units with sufficient resolution to obtain convergence. The eigenfunction is set to zero at the outer boundary. Some results were confirmed by solving the eigenvalue problem with a finite difference method. More importantly, the stability curves obtained in the study of Gent & McWilliams (Reference Gent and McWilliams1986) (their figures 2 and 5) for five different profiles of two-dimensional circular vortices were reproduced with great accuracy.

Solutions are obtained for anticyclones over mountains (A/M equivalent to C/V) and cyclones over mountains (C/M equivalent to A/V), for both $s_t = 2$ (narrow topography) and $s_t = 5$ (wide topography). The A/M configurations are chosen with integer values of parameter $\xi _t$, $\{\xi _t \in \mathcal {Z}\mid 1 \leq \xi _t \leq 10\}$, and the C/M with $\{\xi _t \in \mathcal {Z}\mid {-10} \leq \xi _t \leq -1\}$. The solutions identify the growth rate $\sigma _i$ of perturbations (2.5) with a given wavenumber $k$. These numbers have physical meaning only when they are integers, guaranteeing that the perturbation is azimuthally periodic. The aim is to find the wavenumber $k_c$ with the fastest growth rate, hereafter called the characteristic wavenumber.

Figure 6 presents the stability profiles for the A/M configurations ($\xi _t > 0$). The C/M solutions ($\xi _t < 0$) are not presented because they have a zero growth rate (neutrally stable configurations). In the case of narrow topographies (figure 6a), the fastest growth rates have $k_c=1$ and correspond to $\xi _t=1$ and 2, that is, intense vortices or weak topographies. The instability with $k_c=1$ can be associated with a slight displacement of the vortex off the centre of the topography. Dominant perturbations in vortices with $\xi _t > 2$ may have a wavenumber $k_c=2$ but the growth rate is too small. These instability profiles are obtained with $1200$ Chebyshev points. In the case of wide topographies (figure 6b), the characteristic wavenumbers are $k_c = 1$ for $\xi _t=\{1,2,8- 10\}$ and $k_c = 2$ for $\xi _t =\{3- 7\}$, using $2500$ Chebyshev points. Again, the fastest growth rate corresponds to $k_c = 1$ for $\xi _t=1$, although other vortices show high values for $k_c=2$.

Figure 6.

Instability profiles $\sigma _{ai}$ (imaginary part of $\sigma _a$) versus $k$ for cases with $\xi _t > 0$ (A/M and C/V configurations) for (a) narrow and (b) wide topographies.

Overall, the results from the solution of the generalised eigenvalue problem indicate that cases with $\xi _t > 0$ are unstable, whereas the cases with $\xi _t < 0$ are stable, which is in accordance with the theorems found in §§ 3.2 and 3.3 from the linear analysis.

3.6. Numerical simulations of vortices over topography

The evolution of circular vortices over topography is simulated numerically by solving the QG model (2.8). The numerical experiments are initialised with the circular vortices over isolated topography introduced in § 3.1. We examine the instability of A/M and C/M configurations, equivalent to the C/V and A/V cases, respectively. The vortices are liable to disturbances owing to the numerical error. We aim to detect whether the vortices are stable or unstable in long-term simulations, and in the latter case, to identify the wavenumber of the growing disturbance.

The numerical method is based on finite differences in a square grid with $513 \times 513$ points, an Arakawa scheme to discretise the nonlinear terms, and a third-order Runge–Kutta for time advancement. The non-dimensional length side of the domain is $L=64$ or about 16 times the vortex size (${\sim }3.86$), so the lateral walls are sufficiently far from the vortex. The boundary conditions are free-slip. The topography is assumed to be Gaussian. The time step is 1 % of the system's rotation period, so 100 time steps are one ‘day’. The scheme has been used in numerous previous studies on vortices over a flat bottom or involving topography effects (Zavala Sansón & van Heijst Reference Zavala Sansón and van Heijst2002, Reference Zavala Sansón and van Heijst2014).

Figures 7(a,b) show the vorticity distributions at $t=0$ and several days later for an anticyclone (bounded by the black circumference) over a narrow Gaussian mountain (magenta circumference). The vorticity profile is shown in figure 2(b). The results indicate that the disturbance grows and misaligns the vortex core from the origin. Hence the characteristic wavenumber is $k_c = 1$, which agrees with that predicted by the spectral method (black curve in figure 6a). The new structure can be characterised as an asymmetric dipolar vortex trapped over the mountain, as discussed in Gonzalez & Zavala Sansón (Reference Gonzalez and Zavala Sansón2021). To verify that the fastest growing mode has $k_c=1$, we calculate the time evolution of the perturbations amplitude as done by Carton & Legras (Reference Carton and Legras1994). First, the vorticity perturbation is defined as

(3.16)\begin{equation} \omega'(r,\theta,t)=\omega(r,\theta,t)-\nabla^2\varPsi(r). \end{equation}

Second, this field is decomposed in angular modes

(3.17)\begin{equation} \{C_k(r,t),S_k(r,t)\}=\frac{1}{\rm \pi}\int_0^{2{\rm \pi}} \omega'(r,\theta,t)\,\{\cos(k\theta), \sin(k\theta) \}\,{\rm d}\theta, \end{equation}

whose amplitudes are

(3.18)\begin{equation} A_k(t) =\frac{1}{r_{max}}\int_0^{r_{max}}[C_k^2(r,t) + S_k^2(r,t)]\, {\rm d} r, \end{equation}

with $r_{max}\sim 4s_l$. Figure 7(c) presents the amplitudes time evolution for modes $k=1- 5$. After a brief initial period of adjustment, the amplitudes remain small and constant during 120 days, approximately. Afterwards, amplitude $A_1$ grows faster than the others, in agreement with the prediction of the stability analysis.

Figure 7.

Numerically calculated vorticity distributions of an anticyclone over a narrow mountain $(\xi _t,s_t)=(1,2)$ at (a) $t = 0$ days, and (b) $t= 160$ days. The limits of the colour bars are set by the peak vorticity $\omega _{min}=\min \{\omega _a\}$. (c) Time evolution of five azimuthal mode amplitudes $A_k$ (see text). The fastest growth is for $k=1$.

Figures 8(a) and 8(b) presents the vorticity distributions for an anticyclone over a wide Gaussian mountain (the vorticity profile is shown in figure 2d). Note that the external ring of positive vorticity is very weak in comparison to the anticyclonic centre. The simulation indicates that the anticyclonic core is displaced from the origin, yielding a weak dipolar structure over the topography. This result agrees with the corresponding instability profile in figure 6(b) (black curve), which predicts that the fastest growing mode has a characteristic wavenumber $k_c = 1$ for this configuration. The dipole-like vortices emerging from this and the previous simulation have very different structures because of the radical differences in their initial vorticity profiles. Figure 8(c) presents the perturbations amplitude evolution, where it is verified that the most unstable mode is $k_c = 1$.

Figure 8.

Numerically calculated vorticity distributions of an anticyclone over a wide mountain $(\xi _t,s_t)=(1,5)$ at (a) $t = 0$ days, and (b) $t= 143$ days. (c) Time evolution of five azimuthal mode amplitudes $A_k$. The fastest growth is for $k=1$.

In figure 9, we present a case similar to that shown in figure 8, but now with $\xi _t = 3$ (a higher mountain or weaker vortex). In this case, the dominant mode has wavenumber $2$, yielding an anticyclonic core with two positive vorticity satellites. The spectral solution also points out that the characteristic wavenumber is $k_c = 2$ (see the blue curve in figure 6b). The vortex evolution during an extended period is shown in supplementary movie 1, available at https://doi.org/10.1017/jfm.2023.153. The structure rotates as a whole in the clockwise direction around the mountain. This new vortex resembles the well-known tripolar vortices observed in laboratory experiments, which have a cyclonic core and two negative satellites, and rotate anticlockwise (Kloosterziel & van Heijst Reference Kloosterziel and van Heijst1991). However, the vorticity distribution is notoriously different to the typical tripoles because here the core is anticyclonic, and the cyclonic satellites are very weak. Furthermore, the vortex motion is affected by the topography. The amplitudes shown in figure 9(c) verify that the most unstable mode is $k_c=2$.

Figure 9.

Numerically calculated vorticity distributions of an anticyclone over a wide mountain $(\xi _t,s_t)=(3,5)$ at (a) $t = 0$ days, and (b) $t= 500$ days. (c) Time evolution of five azimuthal mode amplitudes $A_k$. The fastest growth is for $k=2$.

Overall, the numerical experiments indicate that most of the A/M and C/V configurations are unstable. We performed additional simulations for C/M and A/V cases, which showed that the initial vorticity distributions remained stable during very long time integrations in all cases. As an example, the evolution of a cyclone over a mountain (with $s_t=2$, $\xi _t=-4$) during an extended period is shown in supplementary movie 2. These results are in agreement with the stability analysis, which yields a zero growth rate in these configurations, and also with the barotropic instability theorems found in §§ 3.2 and 3.3 because the necessary instability criteria are not met.

Table 2 compares the wavenumber of the fastest growing mode calculated from the eigenvalue problem and that observed in the numerical simulations. We consider narrow and wide topographies with $1\le \xi _t\le 4$ (A/M or C/V) and $-4\le \xi _t\le -1$ (C/M or A/V). In almost all configurations, the wavenumber obtained with both methods is the same, which suggests that the linear analysis provides reliable results. However, there are a few discrepancies, such as the two configurations with $\xi _t=3,4$ and $s_t=2$ (A/M or C/V over narrow topography). The instability analysis predicts $k_c=1$ and 2, respectively, but the numerically calculated vortices remained stable during about 600 days of simulation. The reason may be due to the small growth rate of the perturbation, as observed in figure 6(a). Probably, more simulation days would be necessary to appreciate the expected instability. Another discrepancy is the configuration with $\xi _t=2$ and $s_t=5$ (A/M or C/V over a wide topography), for which the predicted wavenumber is $k_c=1$ but the simulated vortex indicates $k_c=2$. In this case, the difference may be due to the almost equal growth rate values for both wavenumbers, as shown in figure 6(b) (light grey curve).

Table 2.

Comparison of the characteristic wavenumber $k_c$ predicted by the spectral solution of the generalised eigenvalue problem (§ 3.5) and that found in the numerical simulations for different vortex/topography configurations $(\xi _t,s_t)$.