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7.3.3 The linearized free surface height equation
Recall the two equivalent equations for the free surface height,
repeated here for convenience
Given knowledge of
rather than
,
it is
possible to determine a linearized free surface height
 |
|
|
(7.38) |
As a brief aside, it is useful to note that if one vertically
integrates the continuity equation between -H and 0, then uses
the bottom kinematic boundary condition (7.15), one
finds that
 |
|
|
(7.39) |
Hence, equation (7.38) can be equivalently written
 |
|
|
(7.40) |
Considering this result as a diagnostic for w(0), one sees that
nonzero w(0) arises from the difference between the free surface
height tendency
and the fresh water flux qw. For
example, when there is zero fresh water flux,
,
whereas in a steady state, w(0) arises just from the
input of fresh water. Note that a positive input of fresh water into
the ocean model, with qw > 0, drives a negative vertical
velocity w(0) < 0.
Of note is the linear nature of equation (7.40) for
.
This property should be contrasted with the nonlinear
kinematic boundary condition satisfied by
.
To pursue this
point a bit further, start from the surface kinematic boundary
condition and write
Hence, neglect of the advection of free surface height, as well as
the vertical shear of the vertical velocity within the layer between
and 0, brings
.
Otherwise, the
two heights differ. That is, a linearized version of the equation
satisfied by
yields the equation satisfied by
.
Next: 7.3.4 Summary of the
Up: 7.3 A linearized barotropic
Previous: 7.3.2 The shallow water
RC Pacanowski and SM Griffies, GFDL, Jan 2000