3.4.5. Meanwhile for applications purposes,
resection method also had been made use of. Since
the digital map coordinates of wall corners, roof
corners or other sharp points were already known,
the coordinate of resection points were found
easly by using electronic tacheometer. According
to the tests results position error, m, - t 6 cm.
has been found on these resection points.
By means of these resection points, application of
some new points which are known on the map, were
also made easily on the terrain.
On the other hand for updating purposes some new
points on the terrain were also measured with the
help of these resection points and maps were
completed very quickly.
So it has been seen that, the application quality
and map completion (updating) capability of these
maps were very high. And they were very suitable
for the thecnical specification which is
compatible with international standarts.
4. CONCLUSIONS
The accuracy and the quality of these maps largely
fulfill the standard requiremets of the technical
specification.
196
and verbal
a"base-map"
These digital maps can give graphical
data easily. So, they can be used as
for land information system.
It is easily possible to transfer old maps data
and cadastral data to these digital maps.
It can be said that these digital maps may easily
be updated and used for application purposes.
REFERENCES
1/ ALKIS,A., SAGAY,Z., KOYUNCU,D., Photogrammetric
Digital Mapping for Istanbul Land Information
System. ISPRS 16. International Congress, 1-10
July, 1988 Kyoto-Japan.
2/ ALKIS,A.,EVRANUZ,C.,ÓRÜKLÜ,H.E., Istanbul Land
Information System. ISPRS 16. International
Congress, 1-10 July, 1988 Kyoto-Japan.
3/ ALKIS,A., ORUKLU,H.E., BATUK,G., BAYRAM,B.,
Experiences on the Photogrammetric Digital
Mapping for Istanbul Land Information System
ISPRS 17. International Congress, 2-14 August
1992, Washington-USA.
4/ JOHANSEN, I.M., Digital Mapping in
Experiences from An Accuracy Test.
Institute of Technology, Division
Photogrammetry
Norway-
Norwegian
of Geodesy-
PUR
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