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A triangulated photo control (tie points)
The Department of Surveying, School of
Engineering, University of Zambia.
Figure 1. Distribution of GPS field control and triangulated photo control around the project area.
The GPS points and photo control determined by
triangulation were plotted on a transparent overlay at
1:50000 scale and used for rectification of each photograph
with a Zeiss Jena Sketchmaster. Subsequently, all
vegetation boundaries, as well as roads, water bodies and
settlements, which had been ealier identified and marked
on photographs in field, were transferred from the
oriented photographs to the map overlay. A planimetric
accuracy of the transferred features depends on accuracy
of their identification and photographs’ orientation. The
estimated accuracy ranged within 0.4 - 0.6 milimiters in
the map scale. To match the new map overlay with the
original 1:50000 map, six of determined points were
identified on the original map. The content of the graphical
original map and the graphical overlay with the vegetation
boundaries and other new features, compiled with a
sketchmaster, was digitized in the Manchester University.
The graphic output is shown in figure 2.
KASANKA NATIONAL PARK
Figure 2. Vegetation polygons boundaries and other features around the project area.
156
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B4. Vienna 1996
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ARC/INFO Ocogrephioal Information System
Kasanke National Park
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System
Mepumiie of Bambie
R4 Kasanka National Park
ARC/INFO Oeegraphioe! Infermation