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(8 + η 0 (34
21 t 0 )+ η 0 (44
39 t 0 )+18 η 0 (1
t 0 )) cos 2 B 0
b 2 l 2 +
180 V 0
360 V 0 2+4 η 0 (7
b 4
1080 t 0 )+
+ η 0 (24 2109 t 0 + 7560 t 0 ) 3240 η 0 t 0 (1 + 4 t 0 ) .
6 t 0 )+ η 0 (50 + 1107 t 0
+
Figures 20.8 , 20.9 ,and 20.10 illustrate over a 2 × 2 grid the principal distortion Λ 1 ( x, y )as
well as the maximum angular distortion ω for L 0 =9 and (i) B 0 =0 , (ii) B 0 =48 , and (iii)
B 0 =70 . respectively. Figure 20.11 illustrates the local Riemann mapping and the distortion
ellipses with axes 1 2 =1 } .
Fig. 20.8. Principal distortion Λ 1 [ppm], Riemann coordinates. Left : L 0 =9 ,B 0 =0 .(equator). Right :
L 0 =9 ,B 0 =48
For a local representation of the ellipsoidal surface, namely the reference figure of the Earth,
conformal Gauss-Krueger and parallel Soldner coordinates are the most popular. Therefore, they
are compared with (Riemann) polar/normal coordinates. As a measure of the total deformation
energy (total distortion energy), according to Airy ( 1861 ), we introduce ( 20.142 )oncewemap
the area over the symmetric strip ( 20.141 ).
 
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