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This equation contains H in an implicit way. It is also possible to get H
explicitly. From
dW
g
= dC
g
dC =
dW = gdH,
dH =
,
(4-22)
we obtain
W
= C
0
dW
g
dC
g
H =
.
(4-23)
W 0
As before, the integration is extended over the plumb line.
The explicit formula (4-23), however, is of little practical use. It is better
to transform (4-21) in a way that at first looks entirely trivial:
C = H
0
H
1
H
gdH = H
·
gdH,
(4-24)
0
so that
C = gH,
(4-25)
where
H
1
H
g =
gdH
(4-26)
0
is the mean value of the gravity along the plumb line between the geoid,
point P 0 , and the surface point P . From (4-25) it follows that
H = C
g
,
(4-27)
which permits H to be computed if the mean gravity g is known. Since g
does not strongly depend on H , Eq. (4-27) is a practically useful formula
and not merely a tautology. For determining the mean gravity g , Eq. (4-26)
may be written
H
1
H
g =
g ( z ) dz ,
(4-28)
0
where g ( z ) is the actual gravity at the variable point Q which has the height z
(Fig. 3.8). The simplest approximation is to use the simplified Prey reduction
of (3-45):
z ) , (4-29)
where g is the gravity measured at the surface point P . The integration
(4-28) can now be performed immediately, giving
g ( z )= g +0 . 0848 ( H
H
g +0 . 0848 ( H
z ) dz
1
H
g =
0
(4-30)
Hz
z 2
2
= g + 0 . 0848
H
H
0
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