Antarctic Circumpolar Current
337
conditions, we find at every ‘longitude’ y
=
L
0
¯
vdx=
L
0
0
−H
vdz
dx =0
(14.14)
Using an integration of the momentum equation (14.11a) over different intervals in the vertical, we can determine the different contributions to .I n -
tegration of (14.11a) over the depth of the Ekman layer (on a contour y = y c )
gives
−f E =
L
0
0
−δ E
(−fv) dz
dx =
L
0
τ x
ρ 0
dx.
(14.15)
The pressure gradient vanishes due to the periodic boundary conditions and the
stress term at z = −δ E can be neglected outside the Ekman layer. The equation
(14.15) is the integrated meridional Ekman transport along the contour y = y c .
In the southern hemisphere, with f<0 and a zonal wind τ x > 0 it follows that
E > 0 and hence the transport is northward.
Integration of (14.11) over [−H 0 , −δ E ] and over a contour y = y c gives
−f I =
L
0
−δ E
−H0
(−fv)dz
dx =0.
(14.16)
as there are no contributions from the stress in this region and the pressure gradient
again vanishes due to the periodic boundary conditions. In this internal region
there cannot be a geostrophic flow and hence I =0 .
h 0
z = -D + h
b
z = 0
z = - D
z = - δ
E
z = - H 0
z
x
x = 0
x = x
x = L
m
Figure 14.6. Sketch of the topography (14.10) with the vertical structure of the flow domain.
Integration of (14.11) over [−H(x, y), −H 0 ] and a contour y = y c gives
−f G =
L
0
−H0
−H
(−fv)dz
dx =
337
conditions, we find at every ‘longitude’ y
L
0
¯
vdx=
L
0
0
−H
vdz
dx =0
(14.14)
Using an integration of the momentum equation (14.11a) over different intervals in the vertical, we can determine the different contributions to
tegration of (14.11a) over the depth of the Ekman layer (on a contour y = y c )
gives
−f
L
0
0
−δ E
(−fv) dz
dx =
L
0
τ x
ρ 0
dx.
(14.15)
The pressure gradient vanishes due to the periodic boundary conditions and the
stress term at z = −δ E can be neglected outside the Ekman layer. The equation
(14.15) is the integrated meridional Ekman transport along the contour y = y c .
In the southern hemisphere, with f<0 and a zonal wind τ x > 0 it follows that
Integration of (14.11) over [−H 0 , −δ E ] and over a contour y = y c gives
−f
L
0
−δ E
−H0
(−fv)dz
dx =0.
(14.16)
as there are no contributions from the stress in this region and the pressure gradient
again vanishes due to the periodic boundary conditions. In this internal region
there cannot be a geostrophic flow and hence
h 0
z = -D + h
b
z = 0
z = - D
z = - δ
E
z = - H 0
z
x
x = 0
x = x
x = L
m
Figure 14.6. Sketch of the topography (14.10) with the vertical structure of the flow domain.
Integration of (14.11) over [−H(x, y), −H 0 ] and a contour y = y c gives
−f
L
0
−H0
−H
(−fv)dz
dx =
