the reflectivity value) of the position of the points belonging
to the same set of points.
3.3 Data noise reduction
One of the fundamental operations of the terrestrial laser data
preliminary treatment is filtering. In fact the data acquired by
laser scanner devices always has noises which are smaller
than the tolerance of the used instruments.
The noise is due to the divergence of the laser beam which
causes an incorrect evaluation of the distance between the
object and the origin of the beam. This noise can be easily
seen if one tries to create a 3D photographic model of the
object (see figure 4).
Figure 4. Projection of the image on an original 3D model
(left). Projection of the image on a 3D model depurated of the
disturbance (right).
The noisy data do not allow a correct interpretation of the
object details. In order to obtain a “noise free" model of the
object, it is necessary to use specific algorithms that are able
to reduce or eliminate, as much as possible, the acquisition
errors that can be found in the point clouds.
The LSR 2004 filtering algorithm was developed by
exploiting the following principle in a robust statistical
approach. The point cloud is divided into regular meshes
according to the horizontal and vertical angular acquisition
step. The size of the mesh is chosen directly by the operator
and is a function of the acquisition scan step and of the point
density one wishes to obtain at the end of the filtering phase
(the filtering step should usually be equal to twice the scan
step so that there are at least 4 points in each mesh, the
minimum possible for a reasonable noise reduction).
Each mesh contains a set of measured points. The median of
the distances is estimated and the deviations of the single
values are computed from their median.
The distances which have smaller differenced than the laser
scanner accuracy are used for the estimation of the real
distance using the mean; the other points are rejected (see
Figure 3).
This technique also allows the removal of any points which
are not on the object of interest (e.g. trees, cars, etc.).
4. dt. 3. d. dut FW e »
gross error outliers media outliers grass error
Figure 3. Evaluation of the outliers through the determination
of the median value
The proposed procedure was tested by comparing the laser
scanner 3D model before and after filtering with a 3D model
obtained using classical photogrammetric techniques. The
differences of the laser scanner 3D model (before and after
filtering) with the photogrammetric model were evaluated.
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004
516
Figure 5 shows the obtainable results: green, yellow, red and
black dots represent ,respectively the points where the
differences between the two compared DEM is less than o,
2c, 3o and 4c (o is the instrument accuracy). Using the
original data coming from the laser scanner instrument the
percentage of yellow points is of about a 30% of the total.
After the filtering process that percentage rise up to 8094 of
the total number of acquired points and no red and black
points can be found.
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[] smmejazi<témm RE 6mmcjaz<2mm [J 147° 2mm
Figure 5. Photogrammetric DEM (left), Laser and
photogrammetric DEM difference before filtering (centre),
Laser and photogrammetric difference after filtering (right).
The implemented algorithms are also able to remove any
scattered points that do not belong to the object (vegetation,
cars in movement, people, urban furnishings etc.).
BE
Figure 6. Example of a 3D model before filtering (on the left)
and after filtering (on the right).
3.4 Point clouds alignment and/or georeferencing
In most cases (when the object has a complex shape) a single
scan is not sufficient to record the whole object. In these
cases a series of scans must be performed but each scan has Is
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