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In-Depth Information
{
L, B
}→{
x
1
,y
1
}
:
L
01
=9
◦
,
dilatation factor
ρ
=1
,
B
0
=48
◦
,
x
1
= 126
,
967
.
2483 m
,
1
=5
,
105
.
56924 m
,
y
0
(
B
0
=48
◦
) = 531
,
785
.
23232 m
.
Conventional Gauss-Krueger coordinates:
Northing
y
GK
=
y
0
+
y
1
=5
,
368
,
890
.
8015 m
,
False Easting
x
GK
=
L
01
10
6
m + 500 m +
x
1
=3
,
626
,
967
.
2483 m
.
3
◦
×
{L, B}→{x
2
,y
2
}
:
L
02
=12
◦
,
dilatation factor
ρ
=1
,
B
0
=48
◦
,
x
2
=
−
94
,
942
.
37114 m
,
2
=50
,
378
.
01551 m
.
Conventional Gauss-Krueger coordinates:
Northing
y
GK
=5
,
368
,
263
.
24782 m
,
False Easting
x
GK
=
L
02
10
6
m+500m+
x
2
= 405
,
057
.
62886 m
.
3
◦
×
{x
1
,y
1
}→{x
2
,y
2
}
:
B
0
=48
◦
,
x
2
=
−
94
,
942
.
37110 m
,y
2
=50
,
378
.
01551 m
,
End of Example.
Within the world of map projections, the Oblique Mercator projection (UOM) plays an impor-
tant role. In the next chapter, let us have a closer look at the Oblique Mercator Projection
(UOM).
Example 15.9 (WGS84 reference ellipsoid, strip transformation
x
2
(
x
1
,y
1
)and
y
2
(
x
1
,y
1
)ofcon-
formal coordinates of UTM type versus direct transformations
{L, B}→{x
1
,y
1
}
with respect
to
L
01
=9
◦
and
{L, B}→{x
2
,y
2
}
with respect to
L
02
=15
◦
,
B
=49
◦
,and
L
=12
◦
0
36
).
{
L, B
}→{
x
1
,y
1
}
:
L
01
=9
◦
,
dilatation factor
ρ
=0
.
9578
,
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