synthesis is postponed to a post-elaboration phase.
3.1 Photogrammetric data processing
The following outputs were produced from the orientated
photogrammetric models:
- wireframe 3d model: all the geometries, and breaklines due to
the materials and pathologies, were plotted. This is the most
widespread output for the architectonic use because it allows to
take out the conventional 2d drawings as prospects, vertical and
plane sections. A solid model can also be obtained as a subproduct
of the wireframe plotting. It requires a large interpolation of data
and the result is, in any case, a semplified model of the main
geometries in which the details related to the irregularity of the
materials can be later added as photorealistic texture;
- vertical sections, with a step of 10 cm, aimed at making elements
of comparison for laser scanning data: the sections, indeed, have
plotted points dense enough and, in addition, derive from an
accurate selection of more significative discontinuities;
- digital model: starting from a stereoscopic couple of images with
the fitting in of the plotted sections as constraint for the altimetry,
an automatic DEM by image correlation was produced. In order
to compare the results with laser scanning data, a step of 1 cm has
been set as a resolution. Output data was interpolated and
overlapped to the photogrammetric plotting so as to calculate
surfaces with triangular and square meshes.
3.2 Laser scanning data processing
g g
Laser scanner acquired points are generally more than necessary
to obtain a meaningful shape representation. At any rate, a kind
of interpolation from measured data was performed when we
pass from a discrete (cloud of points) description to a continuous
one (surfaces). Data processing is mainly based on reducing cloud
point data, by filtering, and on mesh optimisation. This is like
saying that, in front of a great number of acquired points, only a
percentage of them will belong to the final model.
Presently, 3D modeling of real free-form shapes consists of the
following steps: registration, pre-processing, mesh generation,
post-processing, texturing. The range map registration was carried
out with Cyclone software (by Cyra).
3.2.1 Registration: Range maps registration were carried out
with Cyclone software (by Cyra): 20 in all, 13 for the right zone
and 7 for the left zone. In order to align the range maps, different
kinds of constraints were used:
- automatic pre-alignment by specific targets in the lower part of
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part BS. Istanbul 2004
Figure 2. 3D model elaboration using topographic
and photogrammetric data
the transept;
- manual pre-alignment by selected homologous couples of points;
- optimization by the analysis of the overlapping portions of the
clouds.
The results are affected by the percentage of overlapping between
the range maps, by the morphology of the acquired portion of
the object (better alignment with “strongly 3d” form), by the
percentage of points used in the computation (3 or 5 % in almost
all range maps except for the high part of the transept where the
planarity of the surfaces and the difficulty to collect data
overlapped enough required from 30 to 50 96 of the points). In
order to set a unique reference system for all types of data, also
to compare the results with topographic and photogrammetric
survey, specific targets, topographically measured, were used as
constraints in the global range data alignment. The registrations
were performed in scan block; all of the following data processing
was done on portions of the entire model, to be able to manage
acceptable file dimensions and to reduce the elaboration time.
Also the visualisation became modifiable in real time. At the
end, all of the blocks were reassembled according to the
established reference system in order to create a unique model.
Figure 3. The same range map detail
before and after noise reduction
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