36 |
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37 |
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38 |
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This example experiment demonstrates using the MITgcm to simulate |
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a Barotropic, wind-forced, ocean gyre circulation. The experiment |
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is a numerical rendition of the gyre circulation problem similar |
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to the problems described analytically by Stommel in 1966 |
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\cite{Stommel66} and numerically in Holland et. al \cite{Holland75}. |
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In this experiment the model |
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is configured to represent a rectangular enclosed box of fluid, |
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$1200 \times 1200 $~km in lateral extent. The fluid is $5$~km deep and is forced |
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by a constant in time zonal wind stress, $\tau_x$, that varies sinusoidally |
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in the ``north-south'' direction. Topologically the grid is Cartesian and |
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the coriolis parameter $f$ is defined according to a mid-latitude beta-plane |
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equation |
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\begin{equation} |
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\label{EQ:eg-baro-fcori} |
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f(y) = f_{0}+\beta y |
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\end{equation} |
|
39 |
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\noindent where $y$ is the distance along the ``north-south'' axis of the |
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simulated domain. For this experiment $f_{0}$ is set to $10^{-4}s^{-1}$ in |
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(\ref{EQ:eg-baro-fcori}) and $\beta = 10^{-11}s^{-1}m^{-1}$. |
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\\ |
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\\ |
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The sinusoidal wind-stress variations are defined according to |
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\begin{equation} |
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\label{EQ:eg-baro-taux} |
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\tau_x(y) = \tau_{0}\sin(\pi \frac{y}{L_y}) |
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\end{equation} |
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\noindent where $L_{y}$ is the lateral domain extent ($1200$~km) and |
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$\tau_0$ is set to $0.1N m^{-2}$. |
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\\ |
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\\ |
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Figure \ref{FIG:eg-baro-simulation_config} |
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summarizes the configuration simulated. |
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%% === eh3 === |
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\begin{figure} |
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%% \begin{center} |
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%% \resizebox{7.5in}{5.5in}{ |
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%% \includegraphics*[0.2in,0.7in][10.5in,10.5in] |
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%% {part3/case_studies/barotropic_gyre/simulation_config.eps} } |
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%% \end{center} |
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\centerline{ |
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\scalefig{.95} |
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\epsfbox{part3/case_studies/barotropic_gyre/simulation_config.eps} |
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} |
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\caption{Schematic of simulation domain and wind-stress forcing function |
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for barotropic gyre numerical experiment. The domain is enclosed bu solid |
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walls at $x=$~0,1200km and at $y=$~0,1200km.} |
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\label{FIG:eg-baro-simulation_config} |
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\end{figure} |
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40 |
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41 |
\subsection{Equations Solved} |
\subsection{Equations Solved} |
42 |
\label{www:tutorials} |
\label{www:tutorials} |
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The model is configured in hydrostatic form. The implicit free surface form of the |
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pressure equation described in Marshall et. al \cite{marshall:97a} is |
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employed. |
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A horizontal Laplacian operator $\nabla_{h}^2$ provides viscous |
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dissipation. The wind-stress momentum input is added to the momentum equation |
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for the ``zonal flow'', $u$. Other terms in the model |
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are explicitly switched off for this experiment configuration (see section |
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\ref{SEC:code_config} ), yielding an active set of equations solved in this |
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configuration as follows |
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\begin{eqnarray} |
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\label{EQ:eg-baro-model_equations} |
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\frac{Du}{Dt} - fv + |
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g\frac{\partial \eta}{\partial x} - |
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A_{h}\nabla_{h}^2u |
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& = & |
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\frac{\tau_{x}}{\rho_{0}\Delta z} |
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\\ |
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\frac{Dv}{Dt} + fu + g\frac{\partial \eta}{\partial y} - |
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A_{h}\nabla_{h}^2v |
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& = & |
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0 |
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\\ |
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\frac{\partial \eta}{\partial t} + \nabla_{h}\cdot \vec{u} |
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&=& |
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0 |
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\end{eqnarray} |
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\noindent where $u$ and $v$ and the $x$ and $y$ components of the |
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flow vector $\vec{u}$. |
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\\ |
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43 |
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44 |
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45 |
\subsection{Discrete Numerical Configuration} |
\subsection{Discrete Numerical Configuration} |
51 |
that there are sixty grid cells in the $x$ and $y$ directions. Vertically the |
that there are sixty grid cells in the $x$ and $y$ directions. Vertically the |
52 |
model is configured with a single layer with depth, $\Delta z$, of $5000$~m. |
model is configured with a single layer with depth, $\Delta z$, of $5000$~m. |
53 |
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\subsubsection{Numerical Stability Criteria} |
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\label{www:tutorials} |
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The Laplacian dissipation coefficient, $A_{h}$, is set to $400 m s^{-1}$. |
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This value is chosen to yield a Munk layer width \cite{adcroft:95}, |
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\begin{eqnarray} |
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\label{EQ:eg-baro-munk_layer} |
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M_{w} = \pi ( \frac { A_{h} }{ \beta } )^{\frac{1}{3}} |
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\end{eqnarray} |
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|
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\noindent of $\approx 100$km. This is greater than the model |
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resolution $\Delta x$, ensuring that the frictional boundary |
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layer is well resolved. |
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\\ |
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\noindent The model is stepped forward with a |
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time step $\delta t=1200$secs. With this time step the stability |
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parameter to the horizontal Laplacian friction \cite{adcroft:95} |
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\begin{eqnarray} |
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\label{EQ:eg-baro-laplacian_stability} |
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S_{l} = 4 \frac{A_{h} \delta t}{{\Delta x}^2} |
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\end{eqnarray} |
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\noindent evaluates to 0.012, which is well below the 0.3 upper limit |
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for stability. |
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\\ |
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\noindent The numerical stability for inertial oscillations |
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\cite{adcroft:95} |
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\begin{eqnarray} |
|
|
\label{EQ:eg-baro-inertial_stability} |
|
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S_{i} = f^{2} {\delta t}^2 |
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\end{eqnarray} |
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\noindent evaluates to $0.0144$, which is well below the $0.5$ upper |
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limit for stability. |
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\\ |
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\noindent The advective CFL \cite{adcroft:95} for an extreme maximum |
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horizontal flow speed of $ | \vec{u} | = 2 ms^{-1}$ |
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\begin{eqnarray} |
|
|
\label{EQ:eg-baro-cfl_stability} |
|
|
S_{a} = \frac{| \vec{u} | \delta t}{ \Delta x} |
|
|
\end{eqnarray} |
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\noindent evaluates to 0.12. This is approaching the stability limit |
|
|
of 0.5 and limits $\delta t$ to $1200s$. |
|
54 |
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|
55 |
\subsection{Code Configuration} |
\subsection{Code Configuration} |
56 |
\label{www:tutorials} |
\label{www:tutorials} |
82 |
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|
83 |
\begin{itemize} |
\begin{itemize} |
84 |
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|
85 |
\item Line 7, \begin{verbatim} viscAh=4.E2, \end{verbatim} this line sets |
\item Line X, \begin{verbatim} viscAh=5.0E-6, \end{verbatim} this line sets |
86 |
the Laplacian friction coefficient to $400 m^2s^{-1}$ |
the Laplacian friction coefficient to $0.000006 m^2s^{-1}$, which is ususally |
87 |
|
low because of the small scale, presumably.... qqq |
88 |
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|
89 |
|
\item Line X, \begin{verbatim}f0=0.5 , \end{verbatim} this line sets the |
90 |
|
coriolis term, and represents a tank spinning at qqq |
91 |
\item Line 10, \begin{verbatim} beta=1.E-11, \end{verbatim} this line sets |
\item Line 10, \begin{verbatim} beta=1.E-11, \end{verbatim} this line sets |
92 |
$\beta$ (the gradient of the coriolis parameter, $f$) to $10^{-11} s^{-1}m^{-1}$ |
$\beta$ (the gradient of the coriolis parameter, $f$) to $10^{-11} s^{-1}m^{-1}$ |
93 |
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|
94 |
\item Lines 15 and 16 |
\item Lines 15 and 16 |
95 |
\begin{verbatim} |
\begin{verbatim} |
96 |
rigidLid=.FALSE., |
rigidLid=.TRUE., |
97 |
implicitFreeSurface=.TRUE., |
implicitFreeSurface=.FALSE., |
98 |
\end{verbatim} |
\end{verbatim} |
99 |
these lines suppress the rigid lid formulation of the surface |
|
100 |
|
these lines do the opposite of the following: |
101 |
|
suppress the rigid lid formulation of the surface |
102 |
pressure inverter and activate the implicit free surface form |
pressure inverter and activate the implicit free surface form |
103 |
of the pressure inverter. |
of the pressure inverter. |
104 |
|
|
110 |
and implicitly suppresses searching for checkpoint files associated |
and implicitly suppresses searching for checkpoint files associated |
111 |
with restarting an numerical integration from a previously saved state. |
with restarting an numerical integration from a previously saved state. |
112 |
|
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|
\item Line 29, |
|
|
\begin{verbatim} |
|
|
endTime=12000, |
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|
\end{verbatim} |
|
|
this line indicates that the experiment should start finish at $t=12000s$. |
|
|
A restart file will be written at this time that will enable the |
|
|
simulation to be continued from this point. |
|
|
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|
113 |
\item Line 30, |
\item Line 30, |
114 |
\begin{verbatim} |
\begin{verbatim} |
115 |
deltaTmom=1200, |
deltaT=0.1, |
116 |
\end{verbatim} |
\end{verbatim} |
117 |
This line sets the momentum equation timestep to $1200s$. |
This line sets the integration timestep to $0.1s$. This is an unsually |
118 |
|
small value among the examples due to the small physical scale of the |
119 |
|
experiment. |
120 |
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|
121 |
\item Line 39, |
\item Line 39, |
122 |
\begin{verbatim} |
\begin{verbatim} |
123 |
usingCartesianGrid=.TRUE., |
usingCylindricalGrid=.TRUE., |
124 |
\end{verbatim} |
\end{verbatim} |
125 |
This line requests that the simulation be performed in a |
This line requests that the simulation be performed in a |
126 |
Cartesian coordinate system. |
cylindrical coordinate system. |
127 |
|
|
128 |
\item Line 41, |
\item Line qqq, |
129 |
\begin{verbatim} |
\begin{verbatim} |
130 |
delX=60*20E3, |
dXspacing=3, |
131 |
\end{verbatim} |
\end{verbatim} |
132 |
This line sets the horizontal grid spacing between each x-coordinate line |
This line sets the azimuthal grid spacing between each x-coordinate line |
133 |
in the discrete grid. The syntax indicates that the discrete grid |
in the discrete grid. The syntax indicates that the discrete grid |
134 |
should be comprise of $60$ grid lines each separated by $20 \times 10^{3}m$ |
should be comprise of $120$ grid lines each separated by $3^{\circ}$. |
135 |
($20$~km). |
|
136 |
|
|
137 |
\item Line 42, |
|
138 |
|
\item Line qqq, |
139 |
\begin{verbatim} |
\begin{verbatim} |
140 |
delY=60*20E3, |
dYspacing=0.01, |
141 |
\end{verbatim} |
\end{verbatim} |
142 |
This line sets the horizontal grid spacing between each y-coordinate line |
This line sets the radial grid spacing between each $\rho$-coordinate line |
143 |
in the discrete grid to $20 \times 10^{3}m$ ($20$~km). |
in the discrete grid to $1cm$. |
144 |
|
|
145 |
\item Line 43, |
\item Line 43, |
146 |
\begin{verbatim} |
\begin{verbatim} |
147 |
delZ=5000, |
delZ=29*0.005, |
148 |
\end{verbatim} |
\end{verbatim} |
149 |
This line sets the vertical grid spacing between each z-coordinate line |
This line sets the vertical grid spacing between each z-coordinate line |
150 |
in the discrete grid to $5000m$ ($5$~km). |
in the discrete grid to $5000m$ ($5$~km). |
151 |
|
|
152 |
\item Line 46, |
\item Line 46, |
153 |
\begin{verbatim} |
\begin{verbatim} |
154 |
bathyFile='topog.box' |
bathyFile='bathyPol.bin', |
155 |
\end{verbatim} |
\end{verbatim} |
156 |
This line specifies the name of the file from which the domain |
This line specifies the name of the file from which the domain |
157 |
bathymetry is read. This file is a two-dimensional ($x,y$) map of |
``bathymetry'' (tank depth) is read. This file is a two-dimensional |
158 |
|
($x,y$) map of |
159 |
depths. This file is assumed to contain 64-bit binary numbers |
depths. This file is assumed to contain 64-bit binary numbers |
160 |
giving the depth of the model at each grid cell, ordered with the x |
giving the depth of the model at each grid cell, ordered with the $x$ |
161 |
coordinate varying fastest. The points are ordered from low coordinate |
coordinate varying fastest. The points are ordered from low coordinate |
162 |
to high coordinate for both axes. The units and orientation of the |
to high coordinate for both axes. The units and orientation of the |
163 |
depths in this file are the same as used in the MITgcm code. In this |
depths in this file are the same as used in the MITgcm code. In this |
164 |
experiment, a depth of $0m$ indicates a solid wall and a depth |
experiment, a depth of $0m$ indicates an area outside of the tank |
165 |
of $-5000m$ indicates open ocean. The matlab program |
and a depth |
166 |
{\it input/gendata.m} shows an example of how to generate a |
f $-0.145m$ indicates the tank itself. |
|
bathymetry file. |
|
|
|
|
167 |
|
|
168 |
\item Line 49, |
\item Line 49, |
169 |
\begin{verbatim} |
\begin{verbatim} |
170 |
zonalWindFile='windx.sin_y' |
hydrogThetaFile='thetaPol.bin', |
171 |
|
\end{verbatim} |
172 |
|
This line specifies the name of the file from which the initial values |
173 |
|
of $\theta$ |
174 |
|
are read. This file is a three-dimensional |
175 |
|
($x,y,z$) map and is enumerated and formatted in the same manner as the |
176 |
|
bathymetry file. |
177 |
|
|
178 |
|
\item Line qqq |
179 |
|
\begin{verbatim} |
180 |
|
tCyl = 0 |
181 |
\end{verbatim} |
\end{verbatim} |
182 |
This line specifies the name of the file from which the x-direction |
This line specifies the temperature in degrees Celsius of the interior |
183 |
surface wind stress is read. This file is also a two-dimensional |
wall of the tank -- usually a bucket of ice water. |
184 |
($x,y$) map and is enumerated and formatted in the same manner as the |
|
|
bathymetry file. The matlab program {\it input/gendata.m} includes example |
|
|
code to generate a valid {\bf zonalWindFile} file. |
|
185 |
|
|
186 |
\end{itemize} |
\end{itemize} |
187 |
|
|
205 |
This file uses standard default values and does not contain |
This file uses standard default values and does not contain |
206 |
customizations for this experiment. |
customizations for this experiment. |
207 |
|
|
208 |
\subsubsection{File {\it input/windx.sin\_y}} |
\subsubsection{File {\it input/thetaPol.bin}} |
209 |
\label{www:tutorials} |
\label{www:tutorials} |
210 |
|
|
211 |
The {\it input/windx.sin\_y} file specifies a two-dimensional ($x,y$) |
The {\it input/thetaPol.bin} file specifies a three-dimensional ($x,y,z$) |
212 |
map of wind stress ,$\tau_{x}$, values. The units used are $Nm^{-2}$. |
map of initial values of $\theta$ in degrees Celsius. |
|
Although $\tau_{x}$ is only a function of $y$n in this experiment |
|
|
this file must still define a complete two-dimensional map in order |
|
|
to be compatible with the standard code for loading forcing fields |
|
|
in MITgcm. The included matlab program {\it input/gendata.m} gives a complete |
|
|
code for creating the {\it input/windx.sin\_y} file. |
|
213 |
|
|
214 |
\subsubsection{File {\it input/topog.box}} |
\subsubsection{File {\it input/bathyPol.bin}} |
215 |
\label{www:tutorials} |
\label{www:tutorials} |
216 |
|
|
217 |
|
|
218 |
The {\it input/topog.box} file specifies a two-dimensional ($x,y$) |
The {\it input/bathyPol.bin} file specifies a two-dimensional ($x,y$) |
219 |
map of depth values. For this experiment values are either |
map of depth values. For this experiment values are either |
220 |
$0m$ or {\bf -delZ}m, corresponding respectively to a wall or to deep |
$0m$ or {\bf -delZ}m, corresponding respectively to outside or inside of |
221 |
ocean. The file contains a raw binary stream of data that is enumerated |
the tank. The file contains a raw binary stream of data that is enumerated |
222 |
in the same way as standard MITgcm two-dimensional, horizontal arrays. |
in the same way as standard MITgcm two-dimensional, horizontal arrays. |
|
The included matlab program {\it input/gendata.m} gives a complete |
|
|
code for creating the {\it input/topog.box} file. |
|
223 |
|
|
224 |
\subsubsection{File {\it code/SIZE.h}} |
\subsubsection{File {\it code/SIZE.h}} |
225 |
\label{www:tutorials} |
\label{www:tutorials} |
229 |
\begin{itemize} |
\begin{itemize} |
230 |
|
|
231 |
\item Line 39, |
\item Line 39, |
232 |
\begin{verbatim} sNx=60, \end{verbatim} this line sets |
\begin{verbatim} sNx=120, \end{verbatim} this line sets |
233 |
the lateral domain extent in grid points for the |
the lateral domain extent in grid points for the |
234 |
axis aligned with the x-coordinate. |
axis aligned with the x-coordinate. |
235 |
|
|
236 |
\item Line 40, |
\item Line 40, |
237 |
\begin{verbatim} sNy=60, \end{verbatim} this line sets |
\begin{verbatim} sNy=31, \end{verbatim} this line sets |
238 |
the lateral domain extent in grid points for the |
the lateral domain extent in grid points for the |
239 |
axis aligned with the y-coordinate. |
axis aligned with the y-coordinate. |
240 |
|
|
241 |
\end{itemize} |
\end{itemize} |
242 |
|
|
243 |
\begin{small} |
\begin{small} |
244 |
\input{part3/case_studies/barotropic_gyre/code/SIZE.h} |
\input{part3/case_studies/rotating_tank/code/SIZE.h} |
245 |
\end{small} |
\end{small} |
246 |
|
|
247 |
\subsubsection{File {\it code/CPP\_OPTIONS.h}} |
\subsubsection{File {\it code/CPP\_OPTIONS.h}} |