15.2 The unfiltered barotropic prediction model 437
Assumption (iii) together with assumptions (i) and (ii) reduces the model at-
mosphere to a spatially two-dimensional system. In contrast to this, all baroclinic
models are three-dimensional, thus simulating atmospheric processes more real-
istically. Hence, the barotropic model applies to one pressure level only, which
is usually taken as the 500-hPa surface. There the model physics applies best.
Owing to the special assumptions of the model the barotropic model suppresses
the synoptically relevant interactions of height-dependent velocity divergences and
temperature varations which are responsible for the transformation of potential
energy into kinetic energy on a significant scale. Development processes such as
frontogenesis and occlusions are suppressed by the barotropic model. At most,
transformations between the kinetic energy of the mean flow and the disturbances
are taking place.
Finally, it should be realized that there are numerous variants of the barotropic
model. We are going to discuss unfiltered and filtered barotropic models, in which
the gravitational surface waves are eliminated by means of diagnostic relations.
From the historical point of view it is interesting to remark that
the
first barotropic
model using actual meteorological data was successfully applied by Charney and
Eliassen (1949). They used a filtered linearized version of the model.
15.2 The unfiltered barotropic prediction model
15.2.1 The general barotropic model
We will now consider the barotropic model without the elimination of the rapidly
moving surface gravity waves. The elimination of these fast waves is called noise
filtering. Let us consider a large enough section of the atmosphere so that the
hydrostatic equation applies. For simplicity, we represent the field of motion on
a tangential plane fixed to the earth where the motion is described in terms of
Cartesian coordinates. The surface of the earth is the rigid lower boundary z
s
(x,y)
while the upper boundary is assumed to be a free surface, H (x, y,t). The pressure
at the earth’s surface will be denoted by p
s
(x,y, t); the hydrostatic pressure at the
free surface vanishes as depicted in Figure 15.1.
At an arbitrary reference level z the hydrostatic pressure is given by
p(x,y, z,t) = g
H
z
ρdz
(15.4a)
so that the surface pressure may be written as
p
s
(x,y, t) = p(x,y, z,t) + g
z
z
s
ρdz
(15.4b)