
PROPERTIES
OF
MIDDLE LATITUDE CIRCULATION
20
1
characterized by some useful mathematical properties. In particular, the
stationary solutions of the unidimensional problem we intend to examine
are solutions of the barotropic equation. The same is not true for the station-
ary solutions of the original
CDV
system.
As
a matter of fact, this difficulty is
encountered every time, following a classical procedure, the equations of
motion are projected onto the eigenfunctions
of
the Lapiace operator. Such
eigenfunctions, in fact,
form
a complete set, but their linear combinations
are not necessarily solutions of the stationary nonlinear problem: the sta-
tionary solution of any truncated version of the projected equation is not, in
general, a solution of the original stationary problem.
In the case of unidimensional formalism, on the other hand, we shall deal
with stationary solutions that are solutions of the full barotropic equation.
This property may prove to
be
crucial to an appropriate representation of
localized (soliton type) solutions.
Given these premises, we proceed with the analysis of the unidimensional
CDV
model. Topography
is
assumed to be of the form
h(x)
=
cos
K,x
(1)
The streamfunction is composed of a uniform zonal flow plus a wave of the
same shape as the topography:
~(x,
t)
=
-
U(t)y
+
A(t)
cos
Kmx
+
B(t)
sin
Kmx
(2)
The wave is maintained by zonal flow over the topographic slope and dissi-
pated by friction:
k
+
(V/K,)A
+
(U
-
/3/K&)B
=
0
B-(U-/3/KZ,)A+(v/Km)B+(f,h,/K~H)U=O
(3)
and the zonal flow is forced by some momentum convergence mechanism
U*,
dissipated by linear friction, and accelerated or decelerated by mountain
drag:
U-
(f,hoK,,,/4H)B
-
v(U
-
U*)
(4)
Equilibrium solutions
of
Eqs.
(3)
and
(4)
can be found easily by solving the
linear system [Eq.
(3)]
for
B
(the amplitude
of
the wave component out
of
phase with respect to topography) as a function of
U
and by searching for the
intersection of the resulting curve
B(
U)
with the linear relationship corre-
sponding to the stationary version of
Eq.
(4),
as shown in Fig.
1.
Once the appropriate points in the plane B,Uare selected,
A
is
also deter-
mined along the curve
A(
U).
By
means of stability analysis, equilibrium
E,
was identified by
CDV
as zonal,
E2
as blocked, and the third,
E,,
as an
intermediate equilibrium, unstable with respect to a new kind of instability,