digital elevation model with 25 m raster (DEM
25),
2) spot heights;
trigonometrical geodetic points,
fundamental geodetic points,
3) vector lines and polygons digitized from topographic
maps in scale 1 : 25,000;
contour lines,
hydrographic elements (lines of the streams and
polygons of the lakes and sea) - without height
attributes,
railways - without height attributes,
roads - without height attributes,
4) other data used only for visual control;
scanned raster contour lines from maps in scale
1 : 5000.
As raster orientated data DEM 100 is available with tested
and known height accuracy from 3.3 to 16.1 m and
DEM 25 with predicted height accuracy of 2 m.
Planimetrical accuracy of DEM 25 and 100 should be
around 1 m, but more probable it is around 5 m.
Trigonometrical and fundamental geodetic points have
theoretical planimetrical and height accuracy up to 1 m,
and contour lines planimetrical accuracy from 5 to 10 m
and height accuracy about 10 m.
4.2. Selection of suitable data for modeling
For quality control of input data the international data
standards (CEN), which contain some statistical
parameters, are used. Unfortunately those parameters are
not always sufficient for complex data tests. Visual tests
are also very important for quality control of DTM. Some
of them could not be replaced with statistical parameters.
For example statistically one tested DTM could be better
than other but on the second one could be clearly seen
river beds, which are unclear on the first.
Statistical methods of quality control are mostly
considered as objective while visual as subjective. The
best choice is combination of both methods. Some of the
statistical methods can be found in the following groups:
evaluation of single data layers,
evaluation with combination of more data layers,
evaluation of data layers with regard to reference
points, etc.
Some of the visual methods of DTM quality control are:
inspection of characteristic points and lines,
inspection of course of the hillshaded relief or
slopes and aspects,
implementation of Monte Carlo methods for
example for visibility control, and much more
(Podobnikar, 1999).
4.2.1 Implementation the visual quality control: After
the first visual review of data we decided that lines of
railways and roads without height attributes can not
improve the final DTM 25. So we omitted them from
additional trial.
clearly seen that in the central part of DEM 25 are some
flat triangular surfaces. The problem is that this part of
DEM 25 has been interpolated from contour lines which
are not presented at the very steep areas. After
triangulation performed the mentioned holes were
represented with large triangles. After comparing DEM 25
with DEM, generated from vector contour lines, we
decided not to use DEM 25. The reason of such decision
lies in similarity of the both datasets. DEM 25 was
obviously generated from the same contour lines. On the
other side DEM 100 has poor spatial resolution but
visually it is correct dataset which is independent from
DEM 25. We decided to use it in interpolation process.
Figure 3: Comparing hillshaded DEMs: DEM 100 on the
left and DEM 25 on the right for the Alpine test region (2).
Next visual control was the comparison of vector contour
lines (from maps 1 : 25,000) with scanned contour lines
(from maps in scale 1 : 5,000). With visual overlay of both
datasets we wanted to perceive difference of two
(different generalized) sets of contour lines. Because we
do not have a database of elevation values for both
datasets, we can comment only the detail differences. It is
paradoxical that in general the contour lines from scale
1 : 5000 are not much more detailed than the those from
scale 1 : 25,000 (figure 4). We even noticed that in some
cases contour lines in larger scale are more detailed than
in small ones. The reason probably lies in inhomogeneous
capturing of data in scale 1 : 5000, while vector contour
lines are much were captured more “compactly”.
téiééí
Figure 4: Comparison of two contour data sets for alpine
region (2): In black are scanned contour lines in scale
1 : 5000 which are overplayed with vector contour lines in
scale 1 : 25,000.
Further control was done with comparative visual testing
of both, DEM 100 and DEM 25. Figure 3 shows how much
more detailed the DEM 25 is than DEM 100. But it is
We also performed visual methods for elimination of gross
errors from the contour lines sets. It was done with
comparison of contour lines derived with interpolation