54 |
\begin{itemize} |
\begin{itemize} |
55 |
\item it can be used to study both atmospheric and oceanic phenomena; one |
\item it can be used to study both atmospheric and oceanic phenomena; one |
56 |
hydrodynamical kernel is used to drive forward both atmospheric and oceanic |
hydrodynamical kernel is used to drive forward both atmospheric and oceanic |
57 |
models - see fig |
models - see fig \ref{fig:onemodel} |
|
\marginpar{ |
|
|
Fig.1 One model}\ref{fig:onemodel} |
|
58 |
|
|
59 |
%% CNHbegin |
%% CNHbegin |
60 |
\input{part1/one_model_figure} |
\input{part1/one_model_figure} |
61 |
%% CNHend |
%% CNHend |
62 |
|
|
63 |
\item it has a non-hydrostatic capability and so can be used to study both |
\item it has a non-hydrostatic capability and so can be used to study both |
64 |
small-scale and large scale processes - see fig |
small-scale and large scale processes - see fig \ref{fig:all-scales} |
|
\marginpar{ |
|
|
Fig.2 All scales}\ref{fig:all-scales} |
|
65 |
|
|
66 |
%% CNHbegin |
%% CNHbegin |
67 |
\input{part1/all_scales_figure} |
\input{part1/all_scales_figure} |
69 |
|
|
70 |
\item finite volume techniques are employed yielding an intuitive |
\item finite volume techniques are employed yielding an intuitive |
71 |
discretization and support for the treatment of irregular geometries using |
discretization and support for the treatment of irregular geometries using |
72 |
orthogonal curvilinear grids and shaved cells - see fig |
orthogonal curvilinear grids and shaved cells - see fig \ref{fig:finite-volumes} |
|
\marginpar{ |
|
|
Fig.3 Finite volumes}\ref{fig:finite-volumes} |
|
73 |
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|
74 |
%% CNHbegin |
%% CNHbegin |
75 |
\input{part1/fvol_figure} |
\input{part1/fvol_figure} |
96 |
|
|
97 |
The MITgcm has been designed and used to model a wide range of phenomena, |
The MITgcm has been designed and used to model a wide range of phenomena, |
98 |
from convection on the scale of meters in the ocean to the global pattern of |
from convection on the scale of meters in the ocean to the global pattern of |
99 |
atmospheric winds - see fig.2\ref{fig:all-scales}. To give a flavor of the |
atmospheric winds - see figure \ref{fig:all-scales}. To give a flavor of the |
100 |
kinds of problems the model has been used to study, we briefly describe some |
kinds of problems the model has been used to study, we briefly describe some |
101 |
of them here. A more detailed description of the underlying formulation, |
of them here. A more detailed description of the underlying formulation, |
102 |
numerical algorithm and implementation that lie behind these calculations is |
numerical algorithm and implementation that lie behind these calculations is |
103 |
given later. Indeed many of the illustrative examples shown below can be |
given later. Indeed many of the illustrative examples shown below can be |
104 |
easily reproduced: simply download the model (the minimum you need is a PC |
easily reproduced: simply download the model (the minimum you need is a PC |
105 |
running linux, together with a FORTRAN\ 77 compiler) and follow the examples |
running Linux, together with a FORTRAN\ 77 compiler) and follow the examples |
106 |
described in detail in the documentation. |
described in detail in the documentation. |
107 |
|
|
108 |
\subsection{Global atmosphere: `Held-Suarez' benchmark} |
\subsection{Global atmosphere: `Held-Suarez' benchmark} |
109 |
|
|
110 |
A novel feature of MITgcm is its ability to simulate both atmospheric and |
A novel feature of MITgcm is its ability to simulate, using one basic algorithm, |
111 |
oceanographic flows at both small and large scales. |
both atmospheric and oceanographic flows at both small and large scales. |
112 |
|
|
113 |
Fig.E1a.\ref{fig:eddy_cs} shows an instantaneous plot of the 500$mb$ |
Figure \ref{fig:eddy_cs} shows an instantaneous plot of the 500$mb$ |
114 |
temperature field obtained using the atmospheric isomorph of MITgcm run at |
temperature field obtained using the atmospheric isomorph of MITgcm run at |
115 |
2.8$^{\circ }$ resolution on the cubed sphere. We see cold air over the pole |
2.8$^{\circ }$ resolution on the cubed sphere. We see cold air over the pole |
116 |
(blue) and warm air along an equatorial band (red). Fully developed |
(blue) and warm air along an equatorial band (red). Fully developed |
126 |
%% CNHend |
%% CNHend |
127 |
|
|
128 |
As described in Adcroft (2001), a `cubed sphere' is used to discretize the |
As described in Adcroft (2001), a `cubed sphere' is used to discretize the |
129 |
globe permitting a uniform gridding and obviated the need to fourier filter. |
globe permitting a uniform griding and obviated the need to Fourier filter. |
130 |
The `vector-invariant' form of MITgcm supports any orthogonal curvilinear |
The `vector-invariant' form of MITgcm supports any orthogonal curvilinear |
131 |
grid, of which the cubed sphere is just one of many choices. |
grid, of which the cubed sphere is just one of many choices. |
132 |
|
|
133 |
Fig.E1b shows the 5-year mean, zonally averaged potential temperature, zonal |
Figure \ref{fig:hs_zave_u} shows the 5-year mean, zonally averaged zonal |
134 |
wind and meridional overturning streamfunction from a 20-level version of |
wind from a 20-level configuration of |
135 |
the model. It compares favorable with more conventional spatial |
the model. It compares favorable with more conventional spatial |
136 |
discretization approaches. |
discretization approaches. The two plots show the field calculated using the |
137 |
|
cube-sphere grid and the flow calculated using a regular, spherical polar |
138 |
A regular spherical lat-lon grid can also be used. |
latitude-longitude grid. Both grids are supported within the model. |
139 |
|
|
140 |
%% CNHbegin |
%% CNHbegin |
141 |
\input{part1/hs_zave_u_figure} |
\input{part1/hs_zave_u_figure} |
151 |
increased until the baroclinic instability process is resolved, numerical |
increased until the baroclinic instability process is resolved, numerical |
152 |
solutions of a different and much more realistic kind, can be obtained. |
solutions of a different and much more realistic kind, can be obtained. |
153 |
|
|
154 |
Fig. ?.? shows the surface temperature and velocity field obtained from |
Figure \ref{fig:ocean-gyres} shows the surface temperature and velocity |
155 |
MITgcm run at $\frac{1}{6}^{\circ }$ horizontal resolution on a $lat-lon$ |
field obtained from MITgcm run at $\frac{1}{6}^{\circ }$ horizontal |
156 |
|
resolution on a $lat-lon$ |
157 |
grid in which the pole has been rotated by 90$^{\circ }$ on to the equator |
grid in which the pole has been rotated by 90$^{\circ }$ on to the equator |
158 |
(to avoid the converging of meridian in northern latitudes). 21 vertical |
(to avoid the converging of meridian in northern latitudes). 21 vertical |
159 |
levels are used in the vertical with a `lopped cell' representation of |
levels are used in the vertical with a `lopped cell' representation of |
160 |
topography. The development and propagation of anomalously warm and cold |
topography. The development and propagation of anomalously warm and cold |
161 |
eddies can be clearly been seen in the Gulf Stream region. The transport of |
eddies can be clearly seen in the Gulf Stream region. The transport of |
162 |
warm water northward by the mean flow of the Gulf Stream is also clearly |
warm water northward by the mean flow of the Gulf Stream is also clearly |
163 |
visible. |
visible. |
164 |
|
|
165 |
%% CNHbegin |
%% CNHbegin |
166 |
\input{part1/ocean_gyres_figure} |
\input{part1/atl6_figure} |
167 |
%% CNHend |
%% CNHend |
168 |
|
|
169 |
|
|
170 |
\subsection{Global ocean circulation} |
\subsection{Global ocean circulation} |
171 |
|
|
172 |
Fig.E2a shows the pattern of ocean currents at the surface of a 4$^{\circ }$ |
Figure \ref{fig:large-scale-circ} (top) shows the pattern of ocean currents at |
173 |
|
the surface of a 4$^{\circ }$ |
174 |
global ocean model run with 15 vertical levels. Lopped cells are used to |
global ocean model run with 15 vertical levels. Lopped cells are used to |
175 |
represent topography on a regular $lat-lon$ grid extending from 70$^{\circ |
represent topography on a regular $lat-lon$ grid extending from 70$^{\circ |
176 |
}N $ to 70$^{\circ }S$. The model is driven using monthly-mean winds with |
}N $ to 70$^{\circ }S$. The model is driven using monthly-mean winds with |
178 |
transfer properties of ocean eddies, convection and mixing is parameterized |
transfer properties of ocean eddies, convection and mixing is parameterized |
179 |
in this model. |
in this model. |
180 |
|
|
181 |
Fig.E2b shows the meridional overturning circulation of the global ocean in |
Figure \ref{fig:large-scale-circ} (bottom) shows the meridional overturning |
182 |
Sverdrups. |
circulation of the global ocean in Sverdrups. |
183 |
|
|
184 |
%%CNHbegin |
%%CNHbegin |
185 |
\input{part1/global_circ_figure} |
\input{part1/global_circ_figure} |
191 |
ocean may be influenced by rotation when the deformation radius is smaller |
ocean may be influenced by rotation when the deformation radius is smaller |
192 |
than the width of the cooling region. Rather than gravity plumes, the |
than the width of the cooling region. Rather than gravity plumes, the |
193 |
mechanism for moving dense fluid down the shelf is then through geostrophic |
mechanism for moving dense fluid down the shelf is then through geostrophic |
194 |
eddies. The simulation shown in the figure (blue is cold dense fluid, red is |
eddies. The simulation shown in the figure \ref{fig:convect-and-topo} |
195 |
|
(blue is cold dense fluid, red is |
196 |
warmer, lighter fluid) employs the non-hydrostatic capability of MITgcm to |
warmer, lighter fluid) employs the non-hydrostatic capability of MITgcm to |
197 |
trigger convection by surface cooling. The cold, dense water falls down the |
trigger convection by surface cooling. The cold, dense water falls down the |
198 |
slope but is deflected along the slope by rotation. It is found that |
slope but is deflected along the slope by rotation. It is found that |
211 |
dynamics and mixing in oceanic canyons and ridges driven by large amplitude |
dynamics and mixing in oceanic canyons and ridges driven by large amplitude |
212 |
barotropic tidal currents imposed through open boundary conditions. |
barotropic tidal currents imposed through open boundary conditions. |
213 |
|
|
214 |
Fig. ?.? shows the influence of cross-slope topographic variations on |
Fig. \ref{fig:boundary-forced-wave} shows the influence of cross-slope |
215 |
|
topographic variations on |
216 |
internal wave breaking - the cross-slope velocity is in color, the density |
internal wave breaking - the cross-slope velocity is in color, the density |
217 |
contoured. The internal waves are excited by application of open boundary |
contoured. The internal waves are excited by application of open boundary |
218 |
conditions on the left.\ They propagate to the sloping boundary (represented |
conditions on the left. They propagate to the sloping boundary (represented |
219 |
using MITgcm's finite volume spatial discretization) where they break under |
using MITgcm's finite volume spatial discretization) where they break under |
220 |
nonhydrostatic dynamics. |
nonhydrostatic dynamics. |
221 |
|
|
229 |
`automatic adjoint compiler'. These can be used in parameter sensitivity and |
`automatic adjoint compiler'. These can be used in parameter sensitivity and |
230 |
data assimilation studies. |
data assimilation studies. |
231 |
|
|
232 |
As one example of application of the MITgcm adjoint, Fig.E4 maps the |
As one example of application of the MITgcm adjoint, Figure \ref{fig:hf-sensitivity} |
233 |
gradient $\frac{\partial J}{\partial \mathcal{H}}$where $J$ is the magnitude |
maps the gradient $\frac{\partial J}{\partial \mathcal{H}}$where $J$ is the magnitude |
234 |
of the overturning streamfunction shown in fig?.? at 40$^{\circ }$N and $ |
of the overturning stream-function shown in figure \ref{fig:large-scale-circ} |
235 |
\mathcal{H}$ is the air-sea heat flux 100 years before. We see that $J$ is |
at 60$^{\circ }$N and $ |
236 |
|
\mathcal{H}(\lambda,\varphi)$ is the mean, local air-sea heat flux over |
237 |
|
a 100 year period. We see that $J$ is |
238 |
sensitive to heat fluxes over the Labrador Sea, one of the important sources |
sensitive to heat fluxes over the Labrador Sea, one of the important sources |
239 |
of deep water for the thermohaline circulations. This calculation also |
of deep water for the thermohaline circulations. This calculation also |
240 |
yields sensitivities to all other model parameters. |
yields sensitivities to all other model parameters. |
248 |
An important application of MITgcm is in state estimation of the global |
An important application of MITgcm is in state estimation of the global |
249 |
ocean circulation. An appropriately defined `cost function', which measures |
ocean circulation. An appropriately defined `cost function', which measures |
250 |
the departure of the model from observations (both remotely sensed and |
the departure of the model from observations (both remotely sensed and |
251 |
insitu) over an interval of time, is minimized by adjusting `control |
in-situ) over an interval of time, is minimized by adjusting `control |
252 |
parameters' such as air-sea fluxes, the wind field, the initial conditions |
parameters' such as air-sea fluxes, the wind field, the initial conditions |
253 |
etc. Figure ?.? shows an estimate of the time-mean surface elevation of the |
etc. Figure \ref{fig:assimilated-globes} shows an estimate of the time-mean |
254 |
ocean obtained by bringing the model in to consistency with altimetric and |
surface elevation of the ocean obtained by bringing the model in to |
255 |
in-situ observations over the period 1992-1997. |
consistency with altimetric and in-situ observations over the period |
256 |
|
1992-1997. {\bf CHANGE THIS TEXT - FIG FROM PATRICK/CARL/DETLEF} |
257 |
|
|
258 |
%% CNHbegin |
%% CNHbegin |
259 |
\input{part1/globes_figure} |
\input{part1/globes_figure} |
264 |
MITgcm is being used to study global biogeochemical cycles in the ocean. For |
MITgcm is being used to study global biogeochemical cycles in the ocean. For |
265 |
example one can study the effects of interannual changes in meteorological |
example one can study the effects of interannual changes in meteorological |
266 |
forcing and upper ocean circulation on the fluxes of carbon dioxide and |
forcing and upper ocean circulation on the fluxes of carbon dioxide and |
267 |
oxygen between the ocean and atmosphere. The figure shows the annual air-sea |
oxygen between the ocean and atmosphere. Figure \ref{fig:biogeo} shows |
268 |
flux of oxygen and its relation to density outcrops in the southern oceans |
the annual air-sea flux of oxygen and its relation to density outcrops in |
269 |
from a single year of a global, interannually varying simulation. |
the southern oceans from a single year of a global, interannually varying |
270 |
|
simulation. The simulation is run at $1^{\circ}\times1^{\circ}$ resolution |
271 |
|
telescoping to $\frac{1}{3}^{\circ}\times\frac{1}{3}^{\circ}$ in the tropics (not shown). |
272 |
|
|
273 |
%%CNHbegin |
%%CNHbegin |
274 |
\input{part1/biogeo_figure} |
\input{part1/biogeo_figure} |
276 |
|
|
277 |
\subsection{Simulations of laboratory experiments} |
\subsection{Simulations of laboratory experiments} |
278 |
|
|
279 |
Figure ?.? shows MITgcm being used to simulate a laboratory experiment |
Figure \ref{fig:lab-simulation} shows MITgcm being used to simulate a |
280 |
enquiring in to the dynamics of the Antarctic Circumpolar Current (ACC). An |
laboratory experiment inquiring in to the dynamics of the Antarctic Circumpolar Current (ACC). An |
281 |
initially homogeneous tank of water ($1m$ in diameter) is driven from its |
initially homogeneous tank of water ($1m$ in diameter) is driven from its |
282 |
free surface by a rotating heated disk. The combined action of mechanical |
free surface by a rotating heated disk. The combined action of mechanical |
283 |
and thermal forcing creates a lens of fluid which becomes baroclinically |
and thermal forcing creates a lens of fluid which becomes baroclinically |
284 |
unstable. The stratification and depth of penetration of the lens is |
unstable. The stratification and depth of penetration of the lens is |
285 |
arrested by its instability in a process analogous to that whic sets the |
arrested by its instability in a process analogous to that which sets the |
286 |
stratification of the ACC. |
stratification of the ACC. |
287 |
|
|
288 |
%%CNHbegin |
%%CNHbegin |
296 |
|
|
297 |
To render atmosphere and ocean models from one dynamical core we exploit |
To render atmosphere and ocean models from one dynamical core we exploit |
298 |
`isomorphisms' between equation sets that govern the evolution of the |
`isomorphisms' between equation sets that govern the evolution of the |
299 |
respective fluids - see fig.4 |
respective fluids - see figure \ref{fig:isomorphic-equations}. |
300 |
\marginpar{ |
One system of hydrodynamical equations is written down |
|
Fig.4. Isomorphisms}. One system of hydrodynamical equations is written down |
|
301 |
and encoded. The model variables have different interpretations depending on |
and encoded. The model variables have different interpretations depending on |
302 |
whether the atmosphere or ocean is being studied. Thus, for example, the |
whether the atmosphere or ocean is being studied. Thus, for example, the |
303 |
vertical coordinate `$r$' is interpreted as pressure, $p$, if we are |
vertical coordinate `$r$' is interpreted as pressure, $p$, if we are |
304 |
modeling the atmosphere and height, $z$, if we are modeling the ocean. |
modeling the atmosphere (left hand side of figure \ref{fig:isomorphic-equations}) |
305 |
|
and height, $z$, if we are modeling the ocean (right hand side of figure |
306 |
|
\ref{fig:isomorphic-equations}). |
307 |
|
|
308 |
%%CNHbegin |
%%CNHbegin |
309 |
\input{part1/zandpcoord_figure.tex} |
\input{part1/zandpcoord_figure.tex} |
315 |
depend on $\theta $, $S$, and $p$. The equations that govern the evolution |
depend on $\theta $, $S$, and $p$. The equations that govern the evolution |
316 |
of these fields, obtained by applying the laws of classical mechanics and |
of these fields, obtained by applying the laws of classical mechanics and |
317 |
thermodynamics to a Boussinesq, Navier-Stokes fluid are, written in terms of |
thermodynamics to a Boussinesq, Navier-Stokes fluid are, written in terms of |
318 |
a generic vertical coordinate, $r$, see fig.5 |
a generic vertical coordinate, $r$, so that the appropriate |
319 |
\marginpar{ |
kinematic boundary conditions can be applied isomorphically |
320 |
Fig.5 The vertical coordinate of model}: |
see figure \ref{fig:zandp-vert-coord}. |
321 |
|
|
322 |
%%CNHbegin |
%%CNHbegin |
323 |
\input{part1/vertcoord_figure.tex} |
\input{part1/vertcoord_figure.tex} |
326 |
\begin{equation*} |
\begin{equation*} |
327 |
\frac{D\vec{\mathbf{v}_{h}}}{Dt}+\left( 2\vec{\Omega}\times \vec{\mathbf{v}} |
\frac{D\vec{\mathbf{v}_{h}}}{Dt}+\left( 2\vec{\Omega}\times \vec{\mathbf{v}} |
328 |
\right) _{h}+\mathbf{\nabla }_{h}\phi =\mathcal{F}_{\vec{\mathbf{v}_{h}}} |
\right) _{h}+\mathbf{\nabla }_{h}\phi =\mathcal{F}_{\vec{\mathbf{v}_{h}}} |
329 |
\text{ horizontal mtm} |
\text{ horizontal mtm} \label{eq:horizontal_mtm} |
330 |
\end{equation*} |
\end{equation*} |
331 |
|
|
332 |
\begin{equation*} |
\begin{equation} |
333 |
\frac{D\dot{r}}{Dt}+\widehat{k}\cdot \left( 2\vec{\Omega}\times \vec{\mathbf{ |
\frac{D\dot{r}}{Dt}+\widehat{k}\cdot \left( 2\vec{\Omega}\times \vec{\mathbf{ |
334 |
v}}\right) +\frac{\partial \phi }{\partial r}+b=\mathcal{F}_{\dot{r}}\text{ |
v}}\right) +\frac{\partial \phi }{\partial r}+b=\mathcal{F}_{\dot{r}}\text{ |
335 |
vertical mtm} |
vertical mtm} \label{eq:vertical_mtm} |
336 |
\end{equation*} |
\end{equation} |
337 |
|
|
338 |
\begin{equation} |
\begin{equation} |
339 |
\mathbf{\nabla }_{h}\cdot \vec{\mathbf{v}}_{h}+\frac{\partial \dot{r}}{ |
\mathbf{\nabla }_{h}\cdot \vec{\mathbf{v}}_{h}+\frac{\partial \dot{r}}{ |
340 |
\partial r}=0\text{ continuity} \label{eq:continuous} |
\partial r}=0\text{ continuity} \label{eq:continuity} |
341 |
\end{equation} |
\end{equation} |
342 |
|
|
343 |
\begin{equation*} |
\begin{equation} |
344 |
b=b(\theta ,S,r)\text{ equation of state} |
b=b(\theta ,S,r)\text{ equation of state} \label{eq:equation_of_state} |
345 |
\end{equation*} |
\end{equation} |
346 |
|
|
347 |
\begin{equation*} |
\begin{equation} |
348 |
\frac{D\theta }{Dt}=\mathcal{Q}_{\theta }\text{ potential temperature} |
\frac{D\theta }{Dt}=\mathcal{Q}_{\theta }\text{ potential temperature} |
349 |
\end{equation*} |
\label{eq:potential_temperature} |
350 |
|
\end{equation} |
351 |
|
|
352 |
\begin{equation*} |
\begin{equation} |
353 |
\frac{DS}{Dt}=\mathcal{Q}_{S}\text{ humidity/salinity} |
\frac{DS}{Dt}=\mathcal{Q}_{S}\text{ humidity/salinity} |
354 |
\end{equation*} |
\label{eq:humidity_salt} |
355 |
|
\end{equation} |
356 |
|
|
357 |
Here: |
Here: |
358 |
|
|
416 |
\end{equation*} |
\end{equation*} |
417 |
|
|
418 |
The $\mathcal{F}^{\prime }s$ and $\mathcal{Q}^{\prime }s$ are provided by |
The $\mathcal{F}^{\prime }s$ and $\mathcal{Q}^{\prime }s$ are provided by |
419 |
extensive `physics' packages for atmosphere and ocean described in Chapter 6. |
`physics' and forcing packages for atmosphere and ocean. These are described |
420 |
|
in later chapters. |
421 |
|
|
422 |
\subsection{Kinematic Boundary conditions} |
\subsection{Kinematic Boundary conditions} |
423 |
|
|
424 |
\subsubsection{vertical} |
\subsubsection{vertical} |
425 |
|
|
426 |
at fixed and moving $r$ surfaces we set (see fig.5): |
at fixed and moving $r$ surfaces we set (see figure \ref{fig:zandp-vert-coord}): |
427 |
|
|
428 |
\begin{equation} |
\begin{equation} |
429 |
\dot{r}=0atr=R_{fixed}(x,y)\text{ (ocean bottom, top of the atmosphere)} |
\dot{r}=0atr=R_{fixed}(x,y)\text{ (ocean bottom, top of the atmosphere)} |
432 |
|
|
433 |
\begin{equation} |
\begin{equation} |
434 |
\dot{r}=\frac{Dr}{Dt}atr=R_{moving}\text{ \ |
\dot{r}=\frac{Dr}{Dt}atr=R_{moving}\text{ \ |
435 |
(oceansurface,bottomoftheatmosphere)} \label{eq:movingbc} |
(ocean surface,bottom of the atmosphere)} \label{eq:movingbc} |
436 |
\end{equation} |
\end{equation} |
437 |
|
|
438 |
Here |
Here |
454 |
|
|
455 |
\subsection{Atmosphere} |
\subsection{Atmosphere} |
456 |
|
|
457 |
In the atmosphere, see fig.5, we interpret: |
In the atmosphere, (see figure \ref{fig:zandp-vert-coord}), we interpret: |
458 |
|
|
459 |
\begin{equation} |
\begin{equation} |
460 |
r=p\text{ is the pressure} \label{eq:atmos-r} |
r=p\text{ is the pressure} \label{eq:atmos-r} |
525 |
atmosphere)} \label{eq:moving-bc-atmos} |
atmosphere)} \label{eq:moving-bc-atmos} |
526 |
\end{eqnarray} |
\end{eqnarray} |
527 |
|
|
528 |
Then the (hydrostatic form of) eq(\ref{eq:continuous}) yields a consistent |
Then the (hydrostatic form of) equations (\ref{eq:horizontal_mtm}-\ref{eq:humidity_salt}) |
529 |
set of atmospheric equations which, for convenience, are written out in $p$ |
yields a consistent set of atmospheric equations which, for convenience, are written out in $p$ |
530 |
coordinates in Appendix Atmosphere - see eqs(\ref{eq:atmos-prime}). |
coordinates in Appendix Atmosphere - see eqs(\ref{eq:atmos-prime}). |
531 |
|
|
532 |
\subsection{Ocean} |
\subsection{Ocean} |
562 |
\end{eqnarray} |
\end{eqnarray} |
563 |
where $\eta $ is the elevation of the free surface. |
where $\eta $ is the elevation of the free surface. |
564 |
|
|
565 |
Then eq(\ref{eq:continuous}) yields a consistent set of oceanic equations |
Then equations (\ref{eq:horizontal_mtm}-\ref{eq:humidity_salt}) yield a consistent set |
566 |
|
of oceanic equations |
567 |
which, for convenience, are written out in $z$ coordinates in Appendix Ocean |
which, for convenience, are written out in $z$ coordinates in Appendix Ocean |
568 |
- see eqs(\ref{eq:ocean-mom}) to (\ref{eq:ocean-salt}). |
- see eqs(\ref{eq:ocean-mom}) to (\ref{eq:ocean-salt}). |
569 |
|
|
576 |
\phi (x,y,r)=\phi _{s}(x,y)+\phi _{hyd}(x,y,r)+\phi _{nh}(x,y,r) |
\phi (x,y,r)=\phi _{s}(x,y)+\phi _{hyd}(x,y,r)+\phi _{nh}(x,y,r) |
577 |
\label{eq:phi-split} |
\label{eq:phi-split} |
578 |
\end{equation} |
\end{equation} |
579 |
and write eq(\ref{incompressible}a,b) in the form: |
and write eq(\ref{eq:incompressible}) in the form: |
580 |
|
|
581 |
\begin{equation} |
\begin{equation} |
582 |
\frac{\partial \vec{\mathbf{v}_{h}}}{\partial t}+\mathbf{\nabla }_{h}\phi |
\frac{\partial \vec{\mathbf{v}_{h}}}{\partial t}+\mathbf{\nabla }_{h}\phi |
609 |
\left. |
\left. |
610 |
\begin{tabular}{l} |
\begin{tabular}{l} |
611 |
$G_{u}=-\vec{\mathbf{v}}.\nabla u$ \\ |
$G_{u}=-\vec{\mathbf{v}}.\nabla u$ \\ |
612 |
$-\left\{ \underline{\frac{u\dot{r}}{{r}}}-\frac{uv\tan lat}{{r}}\right\} $ |
$-\left\{ \underline{\frac{u\dot{r}}{{r}}}-\frac{uv\tan \varphi}{{r}}\right\} $ |
613 |
\\ |
\\ |
614 |
$-\left\{ -2\Omega v\sin lat+\underline{2\Omega \dot{r}\cos lat}\right\} $ |
$-\left\{ -2\Omega v\sin \varphi+\underline{2\Omega \dot{r}\cos \varphi}\right\} $ |
615 |
\\ |
\\ |
616 |
$+\mathcal{F}_{u}$ |
$+\mathcal{F}_{u}$ |
617 |
\end{tabular} |
\end{tabular} |
629 |
\left. |
\left. |
630 |
\begin{tabular}{l} |
\begin{tabular}{l} |
631 |
$G_{v}=-\vec{\mathbf{v}}.\nabla v$ \\ |
$G_{v}=-\vec{\mathbf{v}}.\nabla v$ \\ |
632 |
$-\left\{ \underline{\frac{v\dot{r}}{{r}}}-\frac{u^{2}\tan lat}{{r}}\right\} |
$-\left\{ \underline{\frac{v\dot{r}}{{r}}}-\frac{u^{2}\tan \varphi}{{r}}\right\} |
633 |
$ \\ |
$ \\ |
634 |
$-\left\{ -2\Omega u\sin lat\right\} $ \\ |
$-\left\{ -2\Omega u\sin \varphi \right\} $ \\ |
635 |
$+\mathcal{F}_{v}$ |
$+\mathcal{F}_{v}$ |
636 |
\end{tabular} |
\end{tabular} |
637 |
\ \right\} \left\{ |
\ \right\} \left\{ |
650 |
\begin{tabular}{l} |
\begin{tabular}{l} |
651 |
$G_{\dot{r}}=-\underline{\underline{\vec{\mathbf{v}}.\nabla \dot{r}}}$ \\ |
$G_{\dot{r}}=-\underline{\underline{\vec{\mathbf{v}}.\nabla \dot{r}}}$ \\ |
652 |
$+\left\{ \underline{\frac{u^{_{^{2}}}+v^{2}}{{r}}}\right\} $ \\ |
$+\left\{ \underline{\frac{u^{_{^{2}}}+v^{2}}{{r}}}\right\} $ \\ |
653 |
${+}\underline{{2\Omega u\cos lat}}$ \\ |
${+}\underline{{2\Omega u\cos \varphi}}$ \\ |
654 |
$\underline{\underline{\mathcal{F}_{\dot{r}}}}$ |
$\underline{\underline{\mathcal{F}_{\dot{r}}}}$ |
655 |
\end{tabular} |
\end{tabular} |
656 |
\ \right\} \left\{ |
\ \right\} \left\{ |
664 |
\end{equation} |
\end{equation} |
665 |
\qquad \qquad \qquad \qquad \qquad |
\qquad \qquad \qquad \qquad \qquad |
666 |
|
|
667 |
In the above `${r}$' is the distance from the center of the earth and `$lat$ |
In the above `${r}$' is the distance from the center of the earth and `$\varphi$ |
668 |
' is latitude. |
' is latitude. |
669 |
|
|
670 |
Grad and div operators in spherical coordinates are defined in appendix |
Grad and div operators in spherical coordinates are defined in appendix |
671 |
OPERATORS. |
OPERATORS. |
|
\marginpar{ |
|
|
Fig.6 Spherical polar coordinate system.} |
|
672 |
|
|
673 |
%%CNHbegin |
%%CNHbegin |
674 |
\input{part1/sphere_coord_figure.tex} |
\input{part1/sphere_coord_figure.tex} |
687 |
the radius of the earth. |
the radius of the earth. |
688 |
|
|
689 |
\subsubsection{Hydrostatic and quasi-hydrostatic forms} |
\subsubsection{Hydrostatic and quasi-hydrostatic forms} |
690 |
|
\label{sec:hydrostatic_and_quasi-hydrostatic_forms} |
691 |
|
|
692 |
These are discussed at length in Marshall et al (1997a). |
These are discussed at length in Marshall et al (1997a). |
693 |
|
|
701 |
|
|
702 |
In the `quasi-hydrostatic' equations (\textbf{QH)} strict balance between |
In the `quasi-hydrostatic' equations (\textbf{QH)} strict balance between |
703 |
gravity and vertical pressure gradients is not imposed. The $2\Omega u\cos |
gravity and vertical pressure gradients is not imposed. The $2\Omega u\cos |
704 |
\phi $ Coriolis term are not neglected and are balanced by a non-hydrostatic |
\varphi $ Coriolis term are not neglected and are balanced by a non-hydrostatic |
705 |
contribution to the pressure field: only the terms underlined twice in Eqs. ( |
contribution to the pressure field: only the terms underlined twice in Eqs. ( |
706 |
\ref{eq:gu-speherical}$\rightarrow $\ \ref{eq:gw-spherical}) are set to zero |
\ref{eq:gu-speherical}$\rightarrow $\ \ref{eq:gw-spherical}) are set to zero |
707 |
and, simultaneously, the shallow atmosphere approximation is relaxed. In |
and, simultaneously, the shallow atmosphere approximation is relaxed. In |
710 |
vertical momentum equation (\ref{eq:mom-w}) becomes: |
vertical momentum equation (\ref{eq:mom-w}) becomes: |
711 |
|
|
712 |
\begin{equation*} |
\begin{equation*} |
713 |
\frac{\partial \phi _{nh}}{\partial r}=2\Omega u\cos lat |
\frac{\partial \phi _{nh}}{\partial r}=2\Omega u\cos \varphi |
714 |
\end{equation*} |
\end{equation*} |
715 |
making a small correction to the hydrostatic pressure. |
making a small correction to the hydrostatic pressure. |
716 |
|
|
731 |
three dimensional elliptic equation must be solved subject to Neumann |
three dimensional elliptic equation must be solved subject to Neumann |
732 |
boundary conditions (see below). It is important to note that use of the |
boundary conditions (see below). It is important to note that use of the |
733 |
full \textbf{NH} does not admit any new `fast' waves in to the system - the |
full \textbf{NH} does not admit any new `fast' waves in to the system - the |
734 |
incompressible condition eq(\ref{eq:continuous})c has already filtered out |
incompressible condition eq(\ref{eq:continuity}) has already filtered out |
735 |
acoustic modes. It does, however, ensure that the gravity waves are treated |
acoustic modes. It does, however, ensure that the gravity waves are treated |
736 |
accurately with an exact dispersion relation. The \textbf{NH} set has a |
accurately with an exact dispersion relation. The \textbf{NH} set has a |
737 |
complete angular momentum principle and consistent energetics - see White |
complete angular momentum principle and consistent energetics - see White |
780 |
\subsection{Solution strategy} |
\subsection{Solution strategy} |
781 |
|
|
782 |
The method of solution employed in the \textbf{HPE}, \textbf{QH} and \textbf{ |
The method of solution employed in the \textbf{HPE}, \textbf{QH} and \textbf{ |
783 |
NH} models is summarized in Fig.7. |
NH} models is summarized in Figure \ref{fig:solution-strategy}. |
784 |
\marginpar{ |
Under all dynamics, a 2-d elliptic equation is |
|
Fig.7 Solution strategy} Under all dynamics, a 2-d elliptic equation is |
|
785 |
first solved to find the surface pressure and the hydrostatic pressure at |
first solved to find the surface pressure and the hydrostatic pressure at |
786 |
any level computed from the weight of fluid above. Under \textbf{HPE} and |
any level computed from the weight of fluid above. Under \textbf{HPE} and |
787 |
\textbf{QH} dynamics, the horizontal momentum equations are then stepped |
\textbf{QH} dynamics, the horizontal momentum equations are then stepped |
795 |
%%CNHend |
%%CNHend |
796 |
|
|
797 |
There is no penalty in implementing \textbf{QH} over \textbf{HPE} except, of |
There is no penalty in implementing \textbf{QH} over \textbf{HPE} except, of |
798 |
course, some complication that goes with the inclusion of $\cos \phi \ $ |
course, some complication that goes with the inclusion of $\cos \varphi \ $ |
799 |
Coriolis terms and the relaxation of the shallow atmosphere approximation. |
Coriolis terms and the relaxation of the shallow atmosphere approximation. |
800 |
But this leads to negligible increase in computation. In \textbf{NH}, in |
But this leads to negligible increase in computation. In \textbf{NH}, in |
801 |
contrast, one additional elliptic equation - a three-dimensional one - must |
contrast, one additional elliptic equation - a three-dimensional one - must |
805 |
hydrostatic limit, is as computationally economic as the \textbf{HPEs}. |
hydrostatic limit, is as computationally economic as the \textbf{HPEs}. |
806 |
|
|
807 |
\subsection{Finding the pressure field} |
\subsection{Finding the pressure field} |
808 |
|
\label{sec:finding_the_pressure_field} |
809 |
|
|
810 |
Unlike the prognostic variables $u$, $v$, $w$, $\theta $ and $S$, the |
Unlike the prognostic variables $u$, $v$, $w$, $\theta $ and $S$, the |
811 |
pressure field must be obtained diagnostically. We proceed, as before, by |
pressure field must be obtained diagnostically. We proceed, as before, by |
838 |
|
|
839 |
\subsubsection{Surface pressure} |
\subsubsection{Surface pressure} |
840 |
|
|
841 |
The surface pressure equation can be obtained by integrating continuity, ( |
The surface pressure equation can be obtained by integrating continuity, |
842 |
\ref{eq:continuous})c, vertically from $r=R_{fixed}$ to $r=R_{moving}$ |
(\ref{eq:continuity}), vertically from $r=R_{fixed}$ to $r=R_{moving}$ |
843 |
|
|
844 |
\begin{equation*} |
\begin{equation*} |
845 |
\int_{R_{fixed}}^{R_{moving}}\left( \mathbf{\nabla }_{h}\cdot \vec{\mathbf{v} |
\int_{R_{fixed}}^{R_{moving}}\left( \mathbf{\nabla }_{h}\cdot \vec{\mathbf{v} |
864 |
where we have incorporated a source term. |
where we have incorporated a source term. |
865 |
|
|
866 |
Whether $\phi $ is pressure (ocean model, $p/\rho _{c}$) or geopotential |
Whether $\phi $ is pressure (ocean model, $p/\rho _{c}$) or geopotential |
867 |
(atmospheric model), in (\ref{mtm-split}), the horizontal gradient term can |
(atmospheric model), in (\ref{eq:mom-h}), the horizontal gradient term can |
868 |
be written |
be written |
869 |
\begin{equation} |
\begin{equation} |
870 |
\mathbf{\nabla }_{h}\phi _{s}=\mathbf{\nabla }_{h}\left( b_{s}\eta \right) |
\mathbf{\nabla }_{h}\phi _{s}=\mathbf{\nabla }_{h}\left( b_{s}\eta \right) |
872 |
\end{equation} |
\end{equation} |
873 |
where $b_{s}$ is the buoyancy at the surface. |
where $b_{s}$ is the buoyancy at the surface. |
874 |
|
|
875 |
In the hydrostatic limit ($\epsilon _{nh}=0$), Eqs(\ref{eq:mom-h}), (\ref |
In the hydrostatic limit ($\epsilon _{nh}=0$), equations (\ref{eq:mom-h}), (\ref |
876 |
{eq:free-surface}) and (\ref{eq:phi-surf}) can be solved by inverting a 2-d |
{eq:free-surface}) and (\ref{eq:phi-surf}) can be solved by inverting a 2-d |
877 |
elliptic equation for $\phi _{s}$ as described in Chapter 2. Both `free |
elliptic equation for $\phi _{s}$ as described in Chapter 2. Both `free |
878 |
surface' and `rigid lid' approaches are available. |
surface' and `rigid lid' approaches are available. |
879 |
|
|
880 |
\subsubsection{Non-hydrostatic pressure} |
\subsubsection{Non-hydrostatic pressure} |
881 |
|
|
882 |
Taking the horizontal divergence of (\ref{hor-mtm}) and adding $\frac{ |
Taking the horizontal divergence of (\ref{eq:mom-h}) and adding |
883 |
\partial }{\partial r}$ of (\ref{vertmtm}), invoking the continuity equation |
$\frac{\partial }{\partial r}$ of (\ref{eq:mom-w}), invoking the continuity equation |
884 |
(\ref{incompressible}), we deduce that: |
(\ref{eq:continuity}), we deduce that: |
885 |
|
|
886 |
\begin{equation} |
\begin{equation} |
887 |
\nabla _{3}^{2}\phi _{nh}=\nabla .\vec{\mathbf{G}}_{\vec{v}}-\left( \mathbf{ |
\nabla _{3}^{2}\phi _{nh}=\nabla .\vec{\mathbf{G}}_{\vec{v}}-\left( \mathbf{ |
911 |
depending on the form chosen for the dissipative terms in the momentum |
depending on the form chosen for the dissipative terms in the momentum |
912 |
equations - see below. |
equations - see below. |
913 |
|
|
914 |
Eq.(\ref{nonormalflow}) implies, making use of (\ref{mtm-split}), that: |
Eq.(\ref{nonormalflow}) implies, making use of (\ref{eq:mom-h}), that: |
915 |
|
|
916 |
\begin{equation} |
\begin{equation} |
917 |
\widehat{n}.\nabla \phi _{nh}=\widehat{n}.\vec{\mathbf{F}} |
\widehat{n}.\nabla \phi _{nh}=\widehat{n}.\vec{\mathbf{F}} |
951 |
converges rapidly because $\phi _{nh}\ $is then only a small correction to |
converges rapidly because $\phi _{nh}\ $is then only a small correction to |
952 |
the hydrostatic pressure field (see the discussion in Marshall et al, a,b). |
the hydrostatic pressure field (see the discussion in Marshall et al, a,b). |
953 |
|
|
954 |
The solution $\phi _{nh}\ $to (\ref{eq:3d-invert}) and (\ref{homneuman}) |
The solution $\phi _{nh}\ $to (\ref{eq:3d-invert}) and (\ref{eq:inhom-neumann-nh}) |
955 |
does not vanish at $r=R_{moving}$, and so refines the pressure there. |
does not vanish at $r=R_{moving}$, and so refines the pressure there. |
956 |
|
|
957 |
\subsection{Forcing/dissipation} |
\subsection{Forcing/dissipation} |
959 |
\subsubsection{Forcing} |
\subsubsection{Forcing} |
960 |
|
|
961 |
The forcing terms $\mathcal{F}$ on the rhs of the equations are provided by |
The forcing terms $\mathcal{F}$ on the rhs of the equations are provided by |
962 |
`physics packages' described in detail in chapter ??. |
`physics packages' and forcing packages. These are described later on. |
963 |
|
|
964 |
\subsubsection{Dissipation} |
\subsubsection{Dissipation} |
965 |
|
|
1007 |
\subsection{Vector invariant form} |
\subsection{Vector invariant form} |
1008 |
|
|
1009 |
For some purposes it is advantageous to write momentum advection in eq(\ref |
For some purposes it is advantageous to write momentum advection in eq(\ref |
1010 |
{hor-mtm}) and (\ref{vertmtm}) in the (so-called) `vector invariant' form: |
{eq:horizontal_mtm}) and (\ref{eq:vertical_mtm}) in the (so-called) `vector invariant' form: |
1011 |
|
|
1012 |
\begin{equation} |
\begin{equation} |
1013 |
\frac{D\vec{\mathbf{v}}}{Dt}=\frac{\partial \vec{\mathbf{v}}}{\partial t} |
\frac{D\vec{\mathbf{v}}}{Dt}=\frac{\partial \vec{\mathbf{v}}}{\partial t} |
1025 |
|
|
1026 |
\subsection{Adjoint} |
\subsection{Adjoint} |
1027 |
|
|
1028 |
Tangent linear and adjoint counterparts of the forward model and described |
Tangent linear and adjoint counterparts of the forward model are described |
1029 |
in Chapter 5. |
in Chapter 5. |
1030 |
|
|
1031 |
% $Header$ |
% $Header$ |
1052 |
where $\vec{\mathbf{v}}_{h}=(u,v,0)$ is the `horizontal' (on pressure |
where $\vec{\mathbf{v}}_{h}=(u,v,0)$ is the `horizontal' (on pressure |
1053 |
surfaces) component of velocity,$\frac{D}{Dt}=\vec{\mathbf{v}}_{h}\cdot |
surfaces) component of velocity,$\frac{D}{Dt}=\vec{\mathbf{v}}_{h}\cdot |
1054 |
\mathbf{\nabla }_{p}+\omega \frac{\partial }{\partial p}$ is the total |
\mathbf{\nabla }_{p}+\omega \frac{\partial }{\partial p}$ is the total |
1055 |
derivative, $f=2\Omega \sin lat$ is the Coriolis parameter, $\phi =gz$ is |
derivative, $f=2\Omega \sin \varphi$ is the Coriolis parameter, $\phi =gz$ is |
1056 |
the geopotential, $\alpha =1/\rho $ is the specific volume, $\omega =\frac{Dp |
the geopotential, $\alpha =1/\rho $ is the specific volume, $\omega =\frac{Dp |
1057 |
}{Dt}$ is the vertical velocity in the $p-$coordinate. Equation(\ref |
}{Dt}$ is the vertical velocity in the $p-$coordinate. Equation(\ref |
1058 |
{eq:atmos-heat}) is the first law of thermodynamics where internal energy $ |
{eq:atmos-heat}) is the first law of thermodynamics where internal energy $ |
1147 |
The final form of the HPE's in p coordinates is then: |
The final form of the HPE's in p coordinates is then: |
1148 |
\begin{eqnarray} |
\begin{eqnarray} |
1149 |
\frac{D\vec{\mathbf{v}}_{h}}{Dt}+f\hat{\mathbf{k}}\times \vec{\mathbf{v}} |
\frac{D\vec{\mathbf{v}}_{h}}{Dt}+f\hat{\mathbf{k}}\times \vec{\mathbf{v}} |
1150 |
_{h}+\mathbf{\nabla }_{p}\phi ^{\prime } &=&\vec{\mathbf{\mathcal{F}}} \\ |
_{h}+\mathbf{\nabla }_{p}\phi ^{\prime } &=&\vec{\mathbf{\mathcal{F}}} \label{eq:atmos-prime} \\ |
1151 |
\frac{\partial \phi ^{\prime }}{\partial p}+\alpha ^{\prime } &=&0 \\ |
\frac{\partial \phi ^{\prime }}{\partial p}+\alpha ^{\prime } &=&0 \\ |
1152 |
\mathbf{\nabla }_{p}\cdot \vec{\mathbf{v}}_{h}+\frac{\partial \omega }{ |
\mathbf{\nabla }_{p}\cdot \vec{\mathbf{v}}_{h}+\frac{\partial \omega }{ |
1153 |
\partial p} &=&0 \\ |
\partial p} &=&0 \\ |
1154 |
\frac{\partial \Pi }{\partial p}\theta ^{\prime } &=&\alpha ^{\prime } \\ |
\frac{\partial \Pi }{\partial p}\theta ^{\prime } &=&\alpha ^{\prime } \\ |
1155 |
\frac{D\theta }{Dt} &=&\frac{\mathcal{Q}}{\Pi } \label{eq:atmos-prime} |
\frac{D\theta }{Dt} &=&\frac{\mathcal{Q}}{\Pi } |
1156 |
\end{eqnarray} |
\end{eqnarray} |
1157 |
|
|
1158 |
% $Header$ |
% $Header$ |
1171 |
\epsilon _{nh}\frac{Dw}{Dt}+g+\frac{1}{\rho }\frac{\partial p}{\partial z} |
\epsilon _{nh}\frac{Dw}{Dt}+g+\frac{1}{\rho }\frac{\partial p}{\partial z} |
1172 |
&=&\epsilon _{nh}\mathcal{F}_{w} \\ |
&=&\epsilon _{nh}\mathcal{F}_{w} \\ |
1173 |
\frac{1}{\rho }\frac{D\rho }{Dt}+\mathbf{\nabla }_{z}\cdot \vec{\mathbf{v}} |
\frac{1}{\rho }\frac{D\rho }{Dt}+\mathbf{\nabla }_{z}\cdot \vec{\mathbf{v}} |
1174 |
_{h}+\frac{\partial w}{\partial z} &=&0 \\ |
_{h}+\frac{\partial w}{\partial z} &=&0 \label{eq-zns-cont}\\ |
1175 |
\rho &=&\rho (\theta ,S,p) \\ |
\rho &=&\rho (\theta ,S,p) \label{eq-zns-eos}\\ |
1176 |
\frac{D\theta }{Dt} &=&\mathcal{Q}_{\theta } \\ |
\frac{D\theta }{Dt} &=&\mathcal{Q}_{\theta } \label{eq-zns-heat}\\ |
1177 |
\frac{DS}{Dt} &=&\mathcal{Q}_{s} \label{eq:non-boussinesq} |
\frac{DS}{Dt} &=&\mathcal{Q}_{s} \label{eq-zns-salt} |
1178 |
|
\label{eq:non-boussinesq} |
1179 |
\end{eqnarray} |
\end{eqnarray} |
1180 |
These equations permit acoustics modes, inertia-gravity waves, |
These equations permit acoustics modes, inertia-gravity waves, |
1181 |
non-hydrostatic motions, a geostrophic (Rossby) mode and a thermo-haline |
non-hydrostatic motions, a geostrophic (Rossby) mode and a thermohaline |
1182 |
mode. As written, they cannot be integrated forward consistently - if we |
mode. As written, they cannot be integrated forward consistently - if we |
1183 |
step $\rho $ forward in (\ref{eq-zns-cont}), the answer will not be |
step $\rho $ forward in (\ref{eq-zns-cont}), the answer will not be |
1184 |
consistent with that obtained by stepping (\ref{eq-zns-heat}) and (\ref |
consistent with that obtained by stepping (\ref{eq-zns-heat}) and (\ref |
1194 |
\end{equation} |
\end{equation} |
1195 |
|
|
1196 |
Note that $\frac{\partial \rho }{\partial p}=\frac{1}{c_{s}^{2}}$ is the |
Note that $\frac{\partial \rho }{\partial p}=\frac{1}{c_{s}^{2}}$ is the |
1197 |
reciprocal of the sound speed ($c_{s}$) squared. Substituting into \ref |
reciprocal of the sound speed ($c_{s}$) squared. Substituting into \ref{eq-zns-cont} gives: |
|
{eq-zns-cont} gives: |
|
1198 |
\begin{equation} |
\begin{equation} |
1199 |
\frac{1}{\rho c_{s}^{2}}\frac{Dp}{Dt}+\mathbf{\nabla }_{z}\cdot \vec{\mathbf{ |
\frac{1}{\rho c_{s}^{2}}\frac{Dp}{Dt}+\mathbf{\nabla }_{z}\cdot \vec{\mathbf{ |
1200 |
v}}+\partial _{z}w\approx 0 \label{eq-zns-pressure} |
v}}+\partial _{z}w\approx 0 \label{eq-zns-pressure} |
1384 |
and vertical direction respectively, are given by (see Fig.2) : |
and vertical direction respectively, are given by (see Fig.2) : |
1385 |
|
|
1386 |
\begin{equation*} |
\begin{equation*} |
1387 |
u=r\cos \phi \frac{D\lambda }{Dt} |
u=r\cos \varphi \frac{D\lambda }{Dt} |
1388 |
\end{equation*} |
\end{equation*} |
1389 |
|
|
1390 |
\begin{equation*} |
\begin{equation*} |
1391 |
v=r\frac{D\phi }{Dt}\qquad |
v=r\frac{D\varphi }{Dt}\qquad |
1392 |
\end{equation*} |
\end{equation*} |
1393 |
$\qquad \qquad \qquad \qquad $ |
$\qquad \qquad \qquad \qquad $ |
1394 |
|
|
1396 |
\dot{r}=\frac{Dr}{Dt} |
\dot{r}=\frac{Dr}{Dt} |
1397 |
\end{equation*} |
\end{equation*} |
1398 |
|
|
1399 |
Here $\phi $ is the latitude, $\lambda $ the longitude, $r$ the radial |
Here $\varphi $ is the latitude, $\lambda $ the longitude, $r$ the radial |
1400 |
distance of the particle from the center of the earth, $\Omega $ is the |
distance of the particle from the center of the earth, $\Omega $ is the |
1401 |
angular speed of rotation of the Earth and $D/Dt$ is the total derivative. |
angular speed of rotation of the Earth and $D/Dt$ is the total derivative. |
1402 |
|
|
1404 |
spherical coordinates: |
spherical coordinates: |
1405 |
|
|
1406 |
\begin{equation*} |
\begin{equation*} |
1407 |
\nabla \equiv \left( \frac{1}{r\cos \phi }\frac{\partial }{\partial \lambda } |
\nabla \equiv \left( \frac{1}{r\cos \varphi }\frac{\partial }{\partial \lambda } |
1408 |
,\frac{1}{r}\frac{\partial }{\partial \phi },\frac{\partial }{\partial r} |
,\frac{1}{r}\frac{\partial }{\partial \varphi },\frac{\partial }{\partial r} |
1409 |
\right) |
\right) |
1410 |
\end{equation*} |
\end{equation*} |
1411 |
|
|
1412 |
\begin{equation*} |
\begin{equation*} |
1413 |
\nabla .v\equiv \frac{1}{r\cos \phi }\left\{ \frac{\partial u}{\partial |
\nabla .v\equiv \frac{1}{r\cos \varphi }\left\{ \frac{\partial u}{\partial |
1414 |
\lambda }+\frac{\partial }{\partial \phi }\left( v\cos \phi \right) \right\} |
\lambda }+\frac{\partial }{\partial \varphi }\left( v\cos \varphi \right) \right\} |
1415 |
+\frac{1}{r^{2}}\frac{\partial \left( r^{2}\dot{r}\right) }{\partial r} |
+\frac{1}{r^{2}}\frac{\partial \left( r^{2}\dot{r}\right) }{\partial r} |
1416 |
\end{equation*} |
\end{equation*} |
1417 |
|
|