Geoscience Reference
In-Depth Information
we start with the horizontal momentum Equations (3.9) which, in linearised form
without external forces, may be written as:
@
u
1
@
p
x
þ
@
t
x
@
@
v
1
@
p
y
þ
@
t
y
@
t
¼
;
t
¼
; :
ð
:
Þ
fv
fu
7
1
@
@
z
@
@
z
The motion is forced by the tides through an oscillating pressure gradient which, in the
absence of horizontal density gradients, may be written in terms of the surface slopes as:
@
p
g
@
@
@
p
g
@
@
x
¼
x
;
y
¼
y
:
ð
:
Þ
7
2
@
@
The slopes are conveniently found as a sum of N harmonic constituents (see
Section
2.5.1
) of the surface slope induced by the tide; e.g. for the x component:
X
N
@
@
x
¼
A
n
cos
ð!
n
t
þ
n
g
n
Þ
ð
7
:
3
Þ
n
¼
1
where A
n
and g
n
are the amplitude and phase lag of the surface slope constituent n
with frequency o
n
. The phase a
n
is the lag of constituent n in the TGF.
Wind forcing enters at the surface boundary via the stress terms (t
Wx
, t
Wy
) which
are related to the velocity shear by the eddy viscosity N
z
as in Equation (4.37). At the
surface (z
¼
0), the stress is set equal to the applied wind stress so that:
N
z
@
u
N
z
@
v
t
x
¼
z
¼
t
Wx
;
t
y
¼
z
¼
t
Wy
:
ð
7
:
4
Þ
@
@
At the bottom boundary (z
¼
h), the stresses must match the bottom stress in the
quadratic drag law
N
z
@
u
N
z
@
v
z
¼
k
b
Uu
b
;
z
¼
k
b
Uv
b
;
ð
7
:
5
Þ
@
@
q
u
b
þ
where U
is the modulus of the bottom velocity (u
b
, v
b
).
Density will change in response to changes in T and S which are governed by the
advection-diffusion Equation (4.39). In the absence of horizontal gradients and
assuming the mean vertical motion is zero, this reduces to:
¼
v
b
@ð
T
;
S
Þ
¼
@
@
K
z
@ð
T
;
S
Þ
ð
7
:
6
Þ
@
t
z
@
z
where K
z
is eddy diffusivity which we take to be the same for heat and salt.
Surface heat exchange consists of solar radiation input of Q
s
(1
A) and heat losses
Q
u
as in the TML model. At the surface boundary (z
¼
0), the diffusive heat flux must
c
p
0
K
z
@
T
equal the net heat input to the top layer, i.e.
Q
u
. Also,
if we assume that precipitation and evaporation are in balance, then there is no
exchange of freshwater so that
@
S
@
z
¼
0
:
55 Q
s
ð
1
A
Þ
@
z
¼
0. Similarly at the bottom (z
¼
h) the fluxes of
heat and salt are negligible, so we can set
@
T
@
z
¼
@
S
@
z
¼
0.
The
Equations (7.1)
and
(7.6)
may be numerically integrated forward in time
for specified surface slope, wind stress and surface heat exchange providing we know
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