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Automatic generation of elevation data over Danish landscape

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2 Methods <strong>of</strong> determining <strong>elevation</strong> <strong>data</strong><br />

These equations describe a vector for the unknown heights <strong>of</strong> the grid points.<br />

u T �<br />

part<br />

�z(i<br />

�1,<br />

j �1),<br />

z(i, j �1),<br />

z(i �1,<br />

j �1)<br />

�<br />

�<br />

�<br />

�<br />

�<br />

, z(i �1,<br />

j), z(i, j), z(i �1,<br />

j)<br />

�<br />

��<br />

, z(i �1,<br />

j �1),<br />

z(i, j �1),<br />

z(i �1,<br />

j �1)<br />

��<br />

The residuals vxx(i,j), vxy(i,j) and vs for observations are presumed normally distributed.<br />

The vectors ai for (i=2,3,4), which correspond to the nine terrain heights <strong>of</strong> the four grid meshes in figure<br />

2.11, are multiplied by the coefficient matrices defined as:<br />

�1<br />

� 2<br />

�T<br />

1<br />

a2<br />

: � vector(<br />

�<br />

2 4<br />

4 �<br />

�<br />

��<br />

1 � 2<br />

�<br />

a<br />

T<br />

4<br />

The final mathematical model is finished by setting up the stochastic model:<br />

1 2<br />

P( z<br />

�<br />

�<br />

xx ) � Diag(<br />

D ( � xx ))<br />

1 2<br />

P( z<br />

�<br />

�<br />

yy ) � Diag(<br />

D ( � yy ))<br />

�<br />

�1<br />

2<br />

P( z xy ) � Diag(<br />

D ( � yx ))<br />

�<br />

�1<br />

2<br />

P( z)<br />

� Diag(<br />

D ( � ))<br />

This stochastic model represents the weight matrix for the temporary observations and their<br />

a priori standard deviations. Instead <strong>of</strong> eliminating the vector for the u unknown DEM heights by a linear<br />

Gauss-Mark<strong>of</strong>f process by maximising the function:<br />

�<br />

�<br />

�<br />

f ( u,<br />

� , � , � ) � v<br />

xx yy xy<br />

z<br />

z<br />

the mathematical model is determined by introducing a weight function with approximated a priori weights<br />

for the observations in the stochastic model with a value for their normalised residuals t. As suggested by<br />

[Förstner 1989] and [Krarup et al. 1980], the weight functions are:<br />

w<br />

� 1<br />

1<br />

: � vector(<br />

�<br />

0<br />

4 �<br />

��<br />

�1<br />

2 ( t)<br />

� e<br />

These weight functions are used as the modification for the observation weight in a two-part iterative<br />

Gauss-Mark<strong>of</strong>f process by use <strong>of</strong> the relation:<br />

P � P<br />

wj(<br />

t<br />

( v�1)<br />

( 0)<br />

( v)<br />

z<br />

z z<br />

P � P<br />

2<br />

�(<br />

t)<br />

wj(<br />

t<br />

( v�1)<br />

( 0)<br />

( v)<br />

zxx zxx<br />

zxx<br />

Where: v = the iteration step.<br />

z<br />

z<br />

0<br />

0<br />

0<br />

)<br />

)<br />

T<br />

and<br />

1�<br />

2<br />

�<br />

�<br />

1��<br />

P<br />

T<br />

�1�<br />

0<br />

�<br />

�<br />

1 ��<br />

( v)<br />

T<br />

)<br />

)<br />

� � �<br />

( z)<br />

v � v<br />

�<br />

a<br />

T<br />

xx<br />

T<br />

3<br />

P<br />

P � P<br />

wj(<br />

t<br />

( v�1)<br />

( 0)<br />

( v)<br />

zyy zyy<br />

zyy<br />

P � P<br />

( v)<br />

w ( t)<br />

�<br />

1<br />

�<br />

( z<br />

xx<br />

wj(<br />

t<br />

�<br />

) v<br />

( v�1)<br />

( 0)<br />

( v)<br />

zxy zxy<br />

zxy<br />

� 1<br />

1<br />

: � vector(<br />

�<br />

2<br />

4 �<br />

�<br />

��<br />

1<br />

1<br />

1�<br />

( t)<br />

xx<br />

)<br />

2<br />

)<br />

�<br />

� v<br />

T<br />

yy<br />

P<br />

� 2<br />

� 4<br />

� 2<br />

( v)<br />

�<br />

( z<br />

yy<br />

1 �<br />

� 2<br />

�<br />

�<br />

1 ��<br />

�<br />

) v<br />

yy<br />

T<br />

)<br />

�<br />

� v<br />

T<br />

xy<br />

P<br />

( v)<br />

�<br />

( z<br />

xy<br />

�<br />

) v<br />

xy<br />

33

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