The table below shows the relationship between the general approach of
multiquadric interpolation as described in chapter 2.2 and the geometric case.
General_case X4-Coordinate Y4-Coordinate
1 1
P5 65,5224) Pr Corer Yor Et Py ajo YaoY gd
2s 2 2 2" aT ue
se) Sk" (one vo 5 (Kaka) + aan)
n K K
2I À k fG) — XXe E oa FG) Ym Yp0G 0p Eby £05)
Figure 2 presents an example for multiquadric geometric processing,
where six pass points shown as square box outlines have been employed.
Figure 2 Example for multiquadric geometric processing
Left: input image Right: output image
2.4 Consideration of digital elevation models
Geometric distortions due to topographic relief can be effectively eliminated,
if a digital elevation model (DEM) with points DEM(X Hy)» m- 1,M are
Y
2m? 2m?
given additionally to the pass points Pr k = 1,K. In this case in a first step
the parametric sensor function is derived using the pass points Py /4,5/, and
second the image coordinates Xn? Y Am of the DEM are derived from this func-
m?! om Hn as input data. The total set of points P, * DEM, is
then employed for the geometric processing.
tion using the X
2.5 Generation of thematic data bases
With the help of digital image processing digital data bases can be obtained
from existing maps. In a first step it is necessary to convert the (analog)
map into digital format, i.e. to "scan" the map. Denoting the coordinate sys-
tems as in Figure 35, then a relationship between the rectangular coordinate
system X, Y of the map and the scanned map coordinate system X4,Y4 must be
16
e
Scanr
Figu
defined
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Y Jo X
tion of
is comr
(50m) 2
fines 2
locatic
jectior
via equ
ily con
d(X1, Y:
is repe
tion oi
Figur
(a r8 REM