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Next: 3.9.4 Code Configuration Up: 3.9 Baroclinic Gyre MITgcm Previous: 3.9.2 Equations solved   Contents

Subsections


3.9.3 Discrete Numerical Configuration

The domain is discretised with a uniform grid spacing in latitude and longitude $ \Delta \lambda=\Delta \varphi=1^{\circ}$, so that there are sixty grid cells in the zonal and meridional directions. Vertically the model is configured with four layers with constant depth, $ \Delta z$, of $ 500$ m. The internal, locally orthogonal, model coordinate variables $ x$ and $ y$ are initialized from the values of $ \lambda $, $ \varphi $, $ \Delta \lambda$ and $ \Delta \varphi$ in radians according to


$\displaystyle x=r\cos(\varphi)\lambda,~\Delta x$ $\displaystyle =$ $\displaystyle r\cos(\varphi)\Delta \lambda$ (3.22)
$\displaystyle y=r\varphi,~\Delta y$ $\displaystyle =$ $\displaystyle r\Delta \varphi$ (3.23)

The procedure for generating a set of internal grid variables from a spherical polar grid specification is discussed in section [*].

\fbox{ \begin{minipage}{5.5in}
{\em S/R INI\_SPHERICAL\_POLAR\_GRID} ({\em
model...
...ta x_v$, $\Delta y_u$: {\bf DXv}, {\bf DYu} ({\em GRID.h})
\par
\end{minipage} }

As described in 2.15, the time evolution of potential temperature, $ \theta $, (equation 3.17) is evaluated prognostically. The centered second-order scheme with Adams-Bashforth time stepping described in section 2.15.1 is used to step forward the temperature equation. Prognostic terms in the momentum equations are solved using flux form as described in section [*]. The pressure forces that drive the fluid motions, ( $ \frac{\partial p^{'}}{\partial \lambda}$ and $ \frac{\partial p^{'}}{\partial \varphi}$), are found by summing pressure due to surface elevation $ \eta $ and the hydrostatic pressure. The hydrostatic part of the pressure is diagnosed explicitly by integrating density. The sea-surface height, $ \eta $, is diagnosed using an implicit scheme. The pressure field solution method is described in sections 2.3 and [*].


3.9.3.1 Numerical Stability Criteria

The Laplacian viscosity coefficient, $ A_{h}$, is set to $ 400 m s^{-1}$. This value is chosen to yield a Munk layer width,


$\displaystyle M_{w} = \pi ( \frac { A_{h} }{ \beta } )^{\frac{1}{3}}$     (3.24)

of $ \approx 100$km. This is greater than the model resolution in mid-latitudes $ \Delta x=r \cos(\varphi) \Delta \lambda \approx 80~{\rm km}$ at $ \varphi=45^{\circ}$, ensuring that the frictional boundary layer is well resolved.

The model is stepped forward with a time step $ \delta t=1200$secs. With this time step the stability parameter to the horizontal Laplacian friction


$\displaystyle S_{l} = 4 \frac{A_{h} \delta t}{{\Delta x}^2}$     (3.25)

evaluates to 0.012, which is well below the 0.3 upper limit for stability for this term under ABII time-stepping.

The vertical dissipation coefficient, $ A_{z}$, is set to $ 1\times10^{-2} {\rm m}^2{\rm s}^{-1}$. The associated stability limit


$\displaystyle S_{l} = 4 \frac{A_{z} \delta t}{{\Delta z}^2}$     (3.26)

evaluates to $ 4.8 \times 10^{-5}$ which is again well below the upper limit. The values of $ A_{h}$ and $ A_{z}$ are also used for the horizontal ($ K_{h}\ $) and vertical ($ K_{z}$) diffusion coefficients for temperature respectively.

The numerical stability for inertial oscillations


$\displaystyle S_{i} = f^{2} {\delta t}^2$     (3.27)

evaluates to $ 0.0144$, which is well below the $ 0.5$ upper limit for stability.

The advective CFL for a extreme maximum horizontal flow speed of $ \vert \vec{u} \vert = 2 ms^{-1}$


$\displaystyle C_{a} = \frac{\vert \vec{u} \vert \delta t}{ \Delta x}$     (3.28)

evaluates to $ 5 \times 10^{-2}$. This is well below the stability limit of 0.5.

The stability parameter for internal gravity waves propagating at $ 2~{\rm m}~{\rm s}^{-1}$


$\displaystyle S_{c} = \frac{c_{g} \delta t}{ \Delta x}$     (3.29)

evaluates to $ \approx 5 \times 10^{-2}$. This is well below the linear stability limit of 0.25.


next up previous contents
Next: 3.9.4 Code Configuration Up: 3.9 Baroclinic Gyre MITgcm Previous: 3.9.2 Equations solved   Contents
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