Full text: Technical Commission III (B3)

3, 2012 
ns present the 
‚ed pulse. The 
ons of all the 
. The form of 
ferent studies 
ion capability 
meters (width 
ride additional 
09) show that 
rch effort to 
s. 
se a modified 
| include the 
fferent terrain 
ith traditional 
bh. 
je issue. This 
er of different 
| made in this 
atics research 
with current 
ated filtering 
cene. For this 
of different 
classification 
e of different 
ective of this 
cated on the 
ed on another 
sthodology is 
rocess and a 
e proposed 
1 preparation 
ing segments 
triangulation 
traction, and, 
d the ground 
tly using the 
ie detection- 
d in the area 
nerated. This 
einal data in 
ons must be 
med value to 
according to 
oss of spatial 
nce the grid 
are available 
n any point. 
n the ground 
; only simple 
Since there 
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Volume XXXIX-B3, 2012 
XXII ISPRS Congress, 25 August — 01 September 2012, Melbourne, Australia 
are positions without any original data inside, it is necessary to 
perform an interpolation process (distance interpolation from 
neighboring positions). The whole process to obtain the regular 
grid is shown in Figure 1, and it is designed to obtain digital 
surface model of the scene in raster format (DSM). 
  
  
Figure 1. Regular grid generation process. Upper: original data; 
Middle: Initial regular grid generation —red pixels 
representing no data grids-; Lower: Final regular 
grid. 
2.2 Segmentation process 
The segmentation process aims with grouping cells in regions 
according to a similarity criterion. For this process, the different 
segments or regions presented in the scene must be generated, 
using a region growing process considering a binary space, 
where all the pixels will belong to a one of the two possible 
classes (ground or not-ground). 
This methodological propose introduces the “planar point” 
concept, where a given point defines a local plane. For this 
consideration, it is necessary to obtain the plane define for each 
point and its neighbourhood. The accuracy of the adjustment is 
used to establish whether the point have a local behaviour as flat 
or not, generating for this purpose an image of the scene 
assigning to each position the precision adjustment centered at 
that position. 
  
Figure 2. Segmentation process. Upper left: MDS; Upper right: 
accuracy of local planes adjustment; Lower left: 
binary image; Lower right: segmentation. 
For the generation of the binarized space from the previous 
image, it is necessary to introduce also the "barrier point" 
concept or point of geometric discontinuity. This concept refers 
to a point where there is an abrupt change in the geometric 
continuity defined at the scene of points corresponding to the 
outer edges and interiors of buildings, vegetation zones, bridges 
or other structures, etc., where precision adjustment is low and 
it should behave as a barrier in the later region growing process. 
Once the threshold indicated to differentiate the "planar points" 
from the "barrier points", it is possible to generate the binarized 
image which will be the segmentation by region growing 
procedure. This region growing process ends with the image 
segmentation and it obtains the different segments present in the 
scene. The results of the process of segmentation can be seen in 
Figure 2. 
2.3 Progressive densification process 
Parallel with the segmentation process, another process oriented 
to the labeling of low points that belongs to the ground will be 
developed though a progressive triangulation densification 
according to a methodology similar that the proposed by 
Axelsson (2000). This process starts from an initial 
triangulation created from the low-points of the DSM. 
The process will be a densification process of the triangulation 
based in the use a double threshold algorithm (angle and 
distance) that will incorporate this triangulation ground points 
with the required density in each case. In this way, it is possible 
to obtain a significant representation of the positions 
corresponding to the ground that could be a approximation of 
DTM in TIN structure. 
153 
 
	        
Waiting...

Note to user

Dear user,

In response to current developments in the web technology used by the Goobi viewer, the software no longer supports your browser.

Please use one of the following browsers to display this page correctly.

Thank you.