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are mapped onto transverse tangent plane of the biaxial ellipsoid has to be performed. For an
up-to-date reference of the Hammer projection of the sphere under a general gauge
{
c 1 ,c 2 ,c 3 ,c 4 }
,
we refer to Hoschek ( 1984 )and Wagner ( 1962 ).
H-1 The Transverse Equiareal Projection of the Biaxial Ellipsoid
The first constituent of the Hammer projection is the transverse equiareal projection, now being
developed for the ellipsoid-of-revolution. First, we set up the transverse reference frame which
leads to an elliptic meta-equator and a circular zero meta-longitude meta-meridian. In particular,
we derive the mapping equations from surface normal ellipsoidal longitude/latitude to surface
normal ellipsoidal meta-longitude/meta-latitude. Second, we derive the differential equation for
a transverse equiareal projection of the biaxial ellipsoid and find its integral in terms of meta-
longitude/meta-latitude. Third, we express the mapping equations which generate a transverse
equiareal diffeomorphism in terms of ellipsoidal longitude/latitude. Mathematical details are pre-
sented in Sects. H-3 and H-4 .
H-11 The Transverse Reference Frame
First, let us orientate a set of orthonormal base vectors { E 1 , E 2 , E 3 } along the principal axes
of ( H.1 ). Against this frame of reference { E 1 , E 2 , E 3 ;0 } consisting of the orthonormal base vectors
{ E 1 , E 2 , E 3 } and the origin 0, we introduce the oblique frame of reference { E 1 , E 2 , E 3 ;0 } by
means of ( H.2 ).
2
A 1 ,A 2
3
( X 2 + Y 2 ) /A 1 + Z 2 /A 2 =1 ,
+
+
E
:=
{ X R
|
R
A 1 >A 2 R
}
,
(H.1)
E 1
E 2
E 3
E 1
E 2
E 3
=R 1 ( I )R 3 ( Ω )
.
(H.2)
The rotation around the 3 axis, we have denoted by Ω , the right ascension of the ascending node,
while the rotation around the intermediate 1 axis by I , the inclination. R 1 and R 3 , respectively,
are orthonormal matrices such that ( H.3 )holds.
cos Ω
sin Ω
0
R
3 × 3 .
R 1 ( I )R 3 ( Ω )=
sin Ω cos I
+cos Ω cos I
sin I
(H.3)
+sin Ω sin I
cos Ω sin I
cos I
Accordingly, ( H.4 ) is a representation of the placement vector X in the orthonormal bases
{
E 1 , E 2 , E 3
}
and
{
E 1 , E 2 , E 3 }
, respectively. We aim at a transverse orientation of the oblique
frame of reference
{
E 1 , E 2 , E 3 ;0
}
, which is characterized by a base vector E 3 in the equatorial
2 ( X,Y )andthebasevectors
2 (
plane
P
{
E 1 , E 2 }
in the rotated plane
P
Y,
Z ).Suchanorien-
tation of the transverse frame of reference
{
E 1 , E 2 , E 3 ;0
}
is achieved choosing the inclination
I = 270 (cos I =0 , sin I =
1). for instance, namely ( H.5 )or( H.6 ).
3
3
E i X i ,
E i X i =
X =
(H.4)
i =1
i =1
E 1 = E 1 cos Ω + E 2 sin Ω, E 2 =
E 3 , E 3 =
E 1 sin Ω + E 2 cos Ω,
(H.5)
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