Dynamics II

Lecture: May 11, 2026 (Monday), 14:00 Prof. Dr. Gerrit Lohmann

 
 
 

Thermohaline ocean circulation

Overturning
Overturning

Modelled meridional overturning streamfunction in Sv 10^6 = m^3 /s in the Atlantic Ocean. Grey areas represent zonally integrated smoothed bathymetry

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Vorticity dynamics of meridional overturning (y,z)

\[ \frac{\partial}{\partial t} v \quad = \quad - \frac{1}{\rho_0} \frac{\partial p}{\partial y} \quad - \quad f u \quad - \quad \kappa v \]

\[ \frac{\partial}{\partial t} w \quad = \quad - \frac{1}{\rho_0} \frac{\partial p}{\partial z} \quad - \quad \frac{g}{\rho_0} (\rho -\rho_0) \quad - \quad \kappa w \] \(\kappa\) as parameter for Rayleigh friction.

Vorticity equation

Eliminating pressure yields

\[ \frac{\partial}{\partial t} \nabla^2 \Phi = - f \frac{\partial u}{\partial z} + \frac{g}{\rho_0} \frac{\partial \rho}{\partial y} - \kappa \nabla^2 \Phi \]

The Coriolis term is typically absorbed into the damping term for simplicity.


Galerkin Approximation

We expand the streamfunction as

\[ \Phi(y,z,t) = \sum_{k=1}^{\infty}\sum_{l=1}^{\infty} \Phi_{k,l}(t) \sin\left(\frac{\pi k y}{L}\right) \sin\left(\frac{\pi l z}{H}\right) \]


Single-mode truncation

We retain only the dominant mode:

\[ \Phi(y,z,t) = \Phi_{max}(t) \sin\left(\frac{\pi y}{L}\right) \sin\left(\frac{\pi z}{H}\right) \]

This satisfies no-normal-flow boundary conditions.

\[ \nabla^2 \left[ \sin\left(\frac{\pi y}{L}\right) \, \sin\left(\frac{\pi z}{H}\right)\right] = - \left[ \left(\frac{\pi}{H}\right)^2 + \left(\frac{\pi}{L}\right)^2 \right] \, \sin\left(\frac{\pi y}{L}\right) \, \sin\left(\frac{\pi z}{H}\right) \]

Projection onto the dominant mode

We project the vorticity equation onto the chosen basis function:

\[ \int_0^L dy \int_0^H dz \, (\cdot) \]


Time tendency term

\[ - \left[ \left(\frac{\pi}{H}\right)^2 + \left(\frac{\pi}{L}\right)^2 \right] \, \int_0^L dy \sin\left(\frac{\pi y}{L}\right) \, \int_0^H dz \, \sin\left(\frac{\pi z}{H}\right) \] With \[ \int_0^L dy \sin\left(\frac{\pi y}{L}\right) \, = \frac{L}{\pi} \int_0^{\pi} d\varphi \sin \varphi = \frac{L}{\pi} \cos \varphi |_0^{\pi} = \frac{2 L}{\pi} \] and \[ \int_0^H dz \, \sin\left(\frac{\pi z}{H}\right) \, = \frac{H}{\pi} \int_0^{\pi} d\varphi \, \sin \varphi = \frac{L}{\pi} \cos \varphi |_0^{\pi} = \frac{2 H}{\pi} \]

this yields \[ \int \frac{\partial}{\partial t} \nabla^2 \Phi = 4 L H \left(\frac{1}{L^2} + \frac{1}{H^2}\right) \frac{d \Phi_{max}}{dt} \]


Density forcing term

\[ \int \frac{g}{\rho_0} \frac{\partial \rho}{\partial y} = \frac{g}{\rho_0} H (\rho_{north} - \rho_{south}) \]


Friction term

\[ \int \kappa \nabla^2 \Phi = 4 L H \kappa \left(\frac{1}{L^2} + \frac{1}{H^2}\right) \Phi_{max} \]


Final low-order model

Combining all terms gives

\[ \frac{d}{dt} \Phi_{max} = \frac{a}{\rho_0} (\rho_{north} - \rho_{south}) - \kappa \Phi_{max} \]

with

\[ a = \frac{g L H^2}{4 (L^2 + H^2)} \]


Diagnostic limit

Assuming fast adjustment (e.g. Kelvin waves), we obtain

\[ \Phi_{max} = \frac{a}{\rho_0 \kappa} (\rho_{north} - \rho_{south}) \]

This shows that the overturning circulation depends on the density differences on the right and left boxes.

It is simplified to a diagnostic relation

\[ \Phi_{max} = \frac{a}{\rho_0 \, \kappa} \, \, (\rho_{north} - \rho_{south}) \quad \]

because the adjustment of \(\Phi_{max}\) is quasi-instantaneous due to adjustment processes, e.g. Kelvin waves.

North-south density gradient in an ocean basin

Primary north-south gradient in balance with an eastward geostrophic current: generates a secondary high & low pressure system, northward current

THC1

Connection to Box Models

The density difference can be written as

\[ \rho_{north} - \rho_{south} = - \rho_0 (\alpha \Delta T - \beta \Delta S) \]

leading to the classical Stommel-type relation

\[ \Phi = - c (\alpha \Delta T - \beta \Delta S) \]

Box Models
Box Models

Schematic picture of the hemispheric two box model (a) and of the interhemispheric box model

both hemispheres:

densities at high northern and southern latitudes are close,

the pole-to-pole differences are caused by salinity differences.

Ocean: multiple equilibria in GCM

THC4
THC4

Ocean: multiple equilibria in GCM

THC5
THC5

Rossby number Ro

\[ \underbrace{\frac{\partial \mathbf{v}}{\partial t}}_{ U/T \sim 10^{-8} } + \underbrace{\mathbf{v} \cdot \nabla \mathbf{v}}_{ U^2/L \sim 10^{-8} } = {\underbrace{- \frac{1}{\rho} \nabla p}_{ \bf \delta P/(\rho L) \sim 10^{-5}} + \underbrace{2 \mathbf{\Omega \times v}}_{ \bf f_0 U \sim 10^{-5} } + \underbrace{fric}_{ \nu U/H^2 \sim 10^{-13}}} \]

 

\[ Ro = \frac{ \mbox{Inertial (the left hand side)} }{ \mbox{Coriolis term } } \]

 

\[ Ro = \frac{(U^2/L)}{(f U)} = \frac{U}{f L} \quad \]

 

characterizes the importance of Coriolis acceleration

Ro is small when the flow is in a so-called geostrophic balance.

 

Vorticity is the rotation of the fluid

\[ \zeta \equiv \frac{\partial v}{\partial x}-\frac{\partial u}{\partial y} \]

or in 3D:

\[ \equiv \nabla \times \boldsymbol{ u} \]

Example: Rigid body rotating

\[ \boldsymbol{ u} = \begin{pmatrix} u \\ v \\ w \end{pmatrix}\ = \boldsymbol{ \Omega} \times \boldsymbol{ r} = \begin{pmatrix} \omega_1 \\ \omega_2 \\ \omega_3 \end{pmatrix}\ \times \ \begin{pmatrix} x \\ y \\ z \end{pmatrix}\ = \begin{pmatrix} \omega_2 z- \omega_3 y\\ \omega_3 x- \omega_1 z \\ \omega_1 y - \omega_2 x \end{pmatrix}\ \]

Rotation vector

\[ \nabla \times \boldsymbol{ u} = \begin{pmatrix} \partial_x \\ \partial_y \\ \partial_z \end{pmatrix}\ \times \ \begin{pmatrix} u \\ v \\ w \end{pmatrix}\ = \begin{pmatrix} \partial_x \\ \partial_y \\ \partial_z \end{pmatrix}\ \times \ \begin{pmatrix} \omega_2 z- \omega_3 y \\ \omega_3 x- \omega_1 z \\ \omega_1 y - \omega_2 x \end{pmatrix}\ \]

\[ = \begin{pmatrix} \partial_y (\omega_1 y - \omega_2 x) - \partial_z (\omega_3 x- \omega_1 z ) \\ \\ \\ \end{pmatrix}\ \]

\[ = \begin{pmatrix} \omega_1 + \omega_1 \\ \omega_2 + \omega_2 \\ \omega_3 + \omega_3 \end{pmatrix}\ = 2 \boldsymbol{ \Omega} \]

 

Example: Vorticity from shear

 

Cape
Cape

Tomczak & Godfrey: Regional Oceanography


 
 

\[u=0, v=v\left(x\right)\]

\[\zeta= \partial v\left(x\right)/\partial x \]

Estimate for \(\zeta\) off Cape Hatteras:

the velocity changes by \(1 \, {m}{s}^{-1}\) in 100 km

\[ \zeta= \frac{\partial v}{\partial x} = \frac{ 1 \, {m}{s}^{-1}}{100 \, {km}} = 10^{-5} \, \frac{1}{s} \]

still much smaller than

\[ f= 2 \Omega \sin \varphi = 2 \, \frac{2 \pi}{day} \sin \varphi \approx \, 10^{-4} \, \frac{1}{s} \]

Planetary and relative vorticity

\[ \mbox{Absolute Vorticity }\equiv\left(\zeta+f\right) \]

\[ \frac{Du}{Dt}-f\;v = -\frac{1}{\rho}\frac{\partial p}{\partial x} \] \[ \frac{Dv}{Dt}+f\;u = -\frac{1}{\rho}\frac{\partial p}{\partial y} \]

\[ \mbox{subtract } \partial/\partial y \mbox{ of (u-equation) from } \partial /\partial x \mbox{ of (v-equation) } \]

Use \[ \frac{D}{Dt} f = v \, \partial_y f: \]

to obtain

\[ \underline{ \frac{D}{Dt}\left(\zeta+f\right) + \left(\zeta + f\right)\left(\frac{\partial u}{\partial x}+\frac{\partial v}{\partial y}\right)=0 } \quad \]

 

Examples for Vorticity: Ocean with depth h(x,y)

\[ \mbox{Because of the continuity equation } \quad \partial_x \left( u h \right) + \partial_y \left( v h \right) \quad = \quad 0 \]

\[ \quad \frac{D}{Dt} h + h \left( \partial_x u + \partial_y v \right) = \quad 0 \]

Therefore, \[ \underline{ \frac{D}{Dt}\left(\zeta+f\right) + \left(\zeta + f\right)\left(\frac{\partial u}{\partial x}+\frac{\partial v}{\partial y}\right)=0 } \quad \]

\[ \frac{D}{Dt}\left(\zeta +f\right)-\frac{\left(\zeta+f\right)}{h}\frac{Dh}{Dt}=0 \]

\[ \frac{1}{h} \frac{D}{Dt}\left(\zeta+f\right) - \left(\zeta + f\right) \frac{D_t h}{h^2} =0 \]

\[ \underline{ \frac{D}{Dt}\left( \frac{\zeta+f}{h}\right) = 0 } \quad \]

Potential vorticity is conserved along a fluid trajectory.

 

Potential vorticity: Examples

 

\[ \frac{D}{Dt}\left(\zeta+f\right) + \left(\zeta + f\right)\left(\frac{\partial u}{\partial x}+\frac{\partial v}{\partial y}\right)=0 \quad \]

Ocean/Atmosphere with depth h(x,y)

\[ \frac{D}{Dt}\left( \frac{\zeta+f}{h}\right) = 0 \quad \]

 

Couples depth, vorticity, latitude

– Changes in the depth results in change in \(\zeta\).

– Changes in latitude require a corresponding change in \(\zeta\).

Cape
Cape

 

Taylor-Proudman Theorem

\[ \mbox{Assume constant density } \rho_0 \mbox{ on a plane with constant rotation } f=f_0 \neq 0 \]

Taylor’s lab experiments: homogeneous fluid tends to move in vertical columns

icon
icon

Experiment on youtube

Experiment on youtube 2

Then,

\[ \frac{\partial v}{\partial z}=\frac{\partial u}{\partial z}=\frac{\partial v}{\partial z}=0 \]

Flow is two-dimensional and does not vary in the vertical direction.

Theorem applies to slowly varying flows.

Physical origin: stiffness endowed to the fluid by rapid rotation of the Earth.

Taylor-Proudman Theorem: The calculation

\[ \mbox{Assume constant density } \rho_0 \mbox{ on a plane with constant rotation } f=f_0 \] \[ -f\;v = - \frac{1}{\rho_0} \frac{\partial p}{\partial x} \] \[ f\;u= -\frac{1}{\rho_0} \frac{\partial p}{\partial y} \] \[ g= -\frac{1}{\rho_0}\frac{\partial p}{\partial z} \] \[ \mbox{and the continuity equation is:} \quad 0=\frac{\partial u}{\partial x}+\frac{\partial v}{\partial y}+\frac{\partial w}{\partial z} \]

Taking z-derivative of the first \[ -f_0\frac{\partial v}{\partial z}=-\frac{1}{\rho_0}\frac{\partial}{\partial z}\left(\frac{\partial p}{\partial x}\right)=\frac{\partial}{\partial x}\left(-\frac{1}{\rho_0}\frac{\partial p}{\partial z}\right)=\frac{\partial g}{\partial x}=0 \] \[ \mbox{ Therefore for } f_0 \neq 0 \quad \frac{\partial v}{\partial z}=0, \frac{\partial u}{\partial z}=\frac{\partial v}{\partial z}=0 \] Flow is two-dimensional and does not vary in the vertical direction.

Vertical velocity & north-south currents

Taylor-Proudman theorem: flow cannot expand or contract in the vertical

Assumption that \(f=f_0\) can not be appropiate

\[ \quad \quad \quad \quad \frac{D}{Dt}\left(\zeta+f\right) + \left(\zeta + f\right)\left(\frac{\partial u}{\partial x}+\frac{\partial v}{\partial y}\right)=0 \quad \]

\[ \mbox{poor man's vorticity:} \quad \boxed{\beta\;v \quad + \quad f\left(\frac{\partial u}{\partial x}+\frac{\partial v}{\partial y}\right)= 0 } \quad \quad \quad \quad \]

Using the continuity equation, we obtain \[ \beta\;v = f \frac{\partial w_g}{\partial z} \] in the ocean’s interior, geostrophic flow.

Variation of Coriolis force with latitude allows vertical velocity gradients in the interior of the ocean, and the vertical velocity leads to north-south currents.

What drives the ocean currents?

Friction: transfer of momentum from atmosphere to oceanic Ekman layer

Vorticity dynamics for the ocean and include the wind stress term

\[ D_t u - f v = - \frac{1}{\rho} \frac{\partial p}{\partial x} + \frac{1}{\rho} \partial_z \tau_{xz} \] \[ D_t v + f u = - \frac{1}{\rho} \frac{\partial p}{\partial y} + \frac{1}{\rho} \partial_z \tau_{yz} \]

 

\[ \frac{D}{Dt} \left( {\zeta+f}\right) - \frac{\left(\zeta+f \right)}{h} \frac{D}{Dt} h \, = \, \frac{1}{\rho} \underbrace{\left( \frac{\partial}{\partial x} \, \partial_z \tau_{yz} - \frac{\partial}{\partial y}\, \partial_z \tau_{xz} \right)}_{curl \, \partial_z \tau} \quad . \]

\[ \frac{D}{Dt} \left( \frac{\zeta+f}{h}\right) = \frac{1}{\rho \, h} \, \mbox{curl} \, \partial_z \tau \, \]

Sverdrup transport

\[ \beta v = \frac{1}{\rho } \, \mbox{curl} \, \partial_z \tau \, \]

\[ \int_{-H}^0 dz \, \beta v = \frac{1}{\rho } \, \int_{-H}^0 dz \, \mbox{curl} \, \partial_z \tau \, = \frac{1}{\rho } \, \mbox{curl} \, \tau \, \]

\[ V = \frac{1}{\rho \beta} \, \left( \frac{\partial \tau_{yz} }{\partial x} \, - \frac{\partial \tau_{xz}}{\partial y}\, \right) = \frac{1}{\rho \beta} \, \, \operatorname{curl} \, \tau \]

Sverdrup
Sverdrup

applied globally using the wind stress from Hellerman and Rosenstein (1983). Contour interval is \(10\) Sverdrups (Tomczak and Godfrey, 1994).

 

Ekman Pumping & Sverdrup Transport

 

Ekman
Ekman

 

 

The center of a subtropical gyre is a high pressure zone: clockwise on the Northern Hemisphere

Ekman surface currents towards the center of the gyre

The Ekman vertical velocity balanced by \[ w_E=w_g \] vertical geostrophic current in the interior

geostrophic flow towards the equator

returned flow towards the pole in western boundary currents

 

Ekman Pumping: vertical velocity at the bottom of the Ekman layer E

\(w_E\) as the Ekman vertical velocity the bottom of the Ekman layer \[ w_E = - \int_{-E}^0 \frac{\partial w}{\partial z} dz = \frac{\partial}{\partial x} U_E + \frac{\partial}{\partial y} V_E \]

\(\operatorname{curl} \mathbf{\tau}\) produces a divergence of the Ekman transports leading to \(w_E\) at the bottom E

\[ w_E = \, \frac{\partial }{\partial x} \left( \frac{ \tau_{y}}{\rho \;f }\, \right) - \frac{\partial }{\partial y}\, \left( \frac{ \tau_{x}}{\rho \;f }\, \right) =\operatorname{curl}\left(\frac{\mathbf{\tau}}{\rho\;f}\right) \simeq \frac{1}{\rho\;f} \, \operatorname{curl} \mathbf{\tau} \]

The order of magnitude of the Ekman vertical velocity:

typical wind stress variation of \(0.2 N m^{-2}\) per 2000 km in y-direction:

\[ w_E \simeq - \frac{ \Delta \tau_{x}}{\rho \;f_0 \Delta y}\, \simeq \frac{1 }{10^3 kg m^{-3}} \frac{0.2 N m^{-2} }{10^{-4} s^{-1}\, \, 2 \cdot 10^6 m} \simeq 32 \, \, \frac{m}{yr} \]