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tacheometric data
Direct measurement of the terrain's surface usually is
carried out by self recording tacheometric equipment.
The objective in the field is, to use a minimum of
reference points for the surface description. Addi-
tionally planimetric objects (houses, roads, landscape
elements) are measured. This points usually are added
to the DTM primary data. The result are data sets with
extremely inhomogeneous point distributions (figure 7),
but a rather high point accuracy.
digitized data
If DTM primary data are gained from existing maps,
contours are digitized with optional distance or time
increments or manual recording. In addition to that
special points (height coded points) and elements (lake
border lines) are recorded. The characteristic of these
data sets is a very high point density along the contour
lines but a deficit of information between the contours.
An automatic procedure is given by scanning contour
folios. After the raster/vector conversion a data set is
available with about the same characteristics the digi-
tized contours show.
3. DEMANDS FOR DTM PRIMARY DATA
PREPROCESSING
An approach for DTM primary data preprocessing
should be able to check the input data set without any a
priori knowledge. There are several demands which can
be formulated from a practical point of view:
- automatic determination of range in xyy and z
- plausibility checks
- information on point distribution within the project
area
- interactive procedure for gross error detection and
correction
- quality analysis of the input data set
- special treatment of digitized contours
- generation of reference points within defined areas
(e.g. lakes)
- generation of artificial reference points within areas
of sparse or none reference point coverage
- "on-line" check of the effect of the data manipulation
- proposal for parameters of DTM interpolation
For the user, it is of central importance that all tools are
available within the DTM program environment.
4. CONCEPTION FOR PRIMARY DATA
PREPROCESSING
An essential facilitation for DTM generation and also an
improvement of the quality of the terrain description can
be achieved by a preceding analysis and preparation of
the primary data. Figure 1 shows a conception for pri-
mary data preparation. The components of this toolbox
are embedded in an interactive working process which
enables fast 2D and 3D data analysis.
primary data
3 HE EET
data base
first check of the data
visualization
gross error |::: T iii
detection : P
preliminary DTM
(TIN)
Skeleton lines
from contours
artificial points quality test
within fixed areas products
analysis of the point distribution n updated data
mesh width for the final DTM
Figure 1: Architecture for data preprocessing
One part of such a toolbox is error detection and
elimination. Also information about the terrain,
embedded implicitly in the primary data, has to be made
available for the final DTM generation. These
information can be automatic derived skeleton lines
when contours build the primary data set or points
defining fixed areas (e.g. lakes) for the DTM surface
description.
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