Geoscience Reference
In-Depth Information
To establish a more fundamental physical model (Simpson, Crawford, et al., 1996 )
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
T
;
S
Þ
¼ @
@
K z
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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