Geography Reference
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The tests Λ 1 Λ 2 =1foran equiareal mapping and Λ 1 = Λ 2 for a conformal mapping according to
Grafarend ( 1995 , p. 449) are performed.
Proof.
The infinitesimal distance d s between two points x and x +d x both elements of the plane
{ R
2 μν } is pullback transformed into the {Λ, Φ} coordinate representation, in particular
d s 2 =d x 2 +d y 2 = δ μν d x μ dx ν =
= δ μν ∂x μ
∂U A
∂x ν
∂U B d U A d U B
U 1 = Λ, U 2 = Φ,
(F.9)
∂x ν
∂U B .
Throughout, we apply the summation convention over repeated indices. For example, we here
apply a μ b μ = a 1 b 1 + a 2 b 2 . In addition, we adopt the symbols provided by ( F.10 ) as the symbols for
the meridional radius of curvature M ( Φ )andthe normal radius of curvature N ( Φ ), respectively.
∀ c AB := δ μν ∂x μ
d s 2 = c AB d U A d U B
∂U A
E 2 )
A (1
A
M ( Φ ):=
E 2 sin 2 Φ ) 3 / 2 ,N ( Φ ):=
E 2 sin 2 Φ ) 1 / 2 .
(F.10)
(1
(1
Indeed, M ( Φ ) is the radius of curvature of the meridian, the coordinate line Λ =const., but
N ( Φ ) as the transverse radius of curvature of a curve formed by the intersection of the normal
or transverse plane
2
2 A,B which is normal to the tangent space T x
2 A,B of the biaxial
P
T x
E
E
2 A,B . In contrast,
N ( Φ )cos Φ = L ( Φ ) is the radius of curvature of the parallel circle, the coordinate line Φ =const.
The principal curvature radii of the biaxial ellipsoid E
2 A,B and is perpendicular to the meridian at a point
ellipsoid
E
{
Λ, Φ
}∈ E
2 A,B are {M ( Φ ) ,N ( Φ ) } .
x = x ( Λ, Φ )=[ N ( Φ )cos Φ ] Λg ( Φ )= L ( Φ ) Λg ( Φ ) ,
(F.11)
y = y ( Φ )= f ( Φ ) .
The left Cauchy-Green deformation tensor c AB is generated by ( F.12 ). ( x Λ ,y Λ ,x Φ ,y Φ )denote
the partials of ( x, y ) with respect to ( Λ, Φ )sothatweareledto( F.13 ).
c 11 = x Λ + y Λ ,c 12 = x Λ x Φ + y Λ y Φ ,c 21 = c 12 ,c 22 = x Φ + y Φ ,
(F.12)
=
ΛLg ( L g + Lg ) Λ 2 ( L g + Lg ) 2 + f 2 .
L 2 g 2
ΛLg ( L g + Lg )
{
c AB }
(F.13)
The infinitesimal distance d S between two points X and X +d X , both elements of the biaxial
ellipsoid E
2 A,B , represented in terms of the first chart is
d S 2 = G AB d U A d U B
= N 2 ( Φ )cos 2 Φ
= L 2
0 M 2 .
(F.14)
0
0
{
G AB }
M 2 ( Φ )
0
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