ms"
uilding in the
icted faces of
nd it was not
r, the ground
e building in
respectively,
on from laser
). The results
d lines in the
format. Area
ct the correct
ersection line
; with respect
per right and
n and 2.47m
m). The very
ding segment
rs of adjacent
doing region
ngular as can
ons than that
e faces could
only one line
etric and the
1e pixel size
f the building
res due to the
sloping faces.
"' scanning is
10wever, Was
hich could be
tor some roof
tected as one
extraction.
tudies on the
results of the
nd vice versa.
ing. Analysis
0 buildings or
he roof faces.
e noise in the
traints can be
s. In the used
nvestigated if
e is refined il
Michel Morgan
ACKNOWLEDGEMENTS
We would like to acknowledge the support of the Surveying Department of the Ministry of Transportation, Public
Works and Water Management Directorate, The Netherlands by providing the data.
REFERENCES
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Kilian, J., Haala, N. and Englich, M., 1996. Capture and Evaluation of Airborne Laser Scanner Data. International
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