Full text: Proceedings, XXth congress (Part 3)

  
International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B3. Istanbul 2004 
  
  
  
Figure 2: Tie surfaces for adjustment of the parallel strips in 
the Eelde block 
by boolean operations to find the relevant overlapping areas 
that were not segmented so far. Association of counterpart 
points (i.e., from other strips) to a segment was performed as 
follows, for each counterpart strip points that are in or close 
to a segment were collected and a plane was fitted through 
them, points that exceeded a preset tolerance were rejected. 
This procedure introduced a safeguard to exclude erroneous 
points to enter the adjustment from the outset. Result of 
the extracted tie surfaces for the an adjustment of only one 
sub-block are illustrated in Figure 2. These segments serve 
and the tie surfaces for the adjustment. 
The results of the adjustment of the whole block are sum- 
marized in Table 1, the variances of the estimated offsets are 
very small and are therefore not listed. As Table 1 shows the 
magnitude of the planimetric offsets is bigger than the height 
offsets by an order of magnitude. The positional offsets reach 
the order of tens of centimeters whereas the height offsets are 
on the order of a few centimeters, the biggest among them is 
four centimeters only. These results indicate that a 1D adjust- 
ment of the data is insufficient for the adjustment of airborne 
laser data. The relatively small height offset can be attributed 
to the higher level of accuracy in the height determination, 
or to a 1D adjustment of the data that was performed be- 
fore the data was delivered. Figure 3 shows the offsets prior 
to the adjustment and the results after the dataset was cor- 
rected for the offsets. As can be seen there are noticeable 
planimetric offsets before the adjustment whereas the offsets 
in height can hardly be noticed. The offsets were eliminated 
after the adjustment parameters were introduced. The re- 
sults of the adjustment were also evaluated by a comparison 
of the fitting accuracy of a surface to a segment (that consist 
of points from more than one strip) before and after the ad- 
justment. The results show an impressive improvement. For 
tilted surfaces where offsets are noticeable the fitting accu- 
racy for surface that was reduced from about 35cm before 
adjustment (where the fitting accuracy of a segment from 
one strip only was 5cm) to a fitting accuracy of about 6cm 
after adjustment. Post adjustment results show indeed that 
the positional offsets were eliminated. 
Table 1 shows that the offsets within a sub-block are more or 
less of the same order, however they are not the same. Fig- 
ure 4 that shows the variation in the magnitude of the offsets 
  
[ 1D. J 5Xo[m] | dYo[m] | 9Ze[m] ]] 
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
PL 0.05 -0.01 0.04 
P2 -0.17 -0.30 0.02 
P3 -0.24 0.01 0.02 
P4 -0.08 -0.25 0.02 
P5 -0.16 -0.11 0.01 
P6 -0.11 -0.21 0.04 
P7 -0.25 -0.06 0.01 
P8 -0.11 -0.14 0.00 
X9 -0.27 0.29 0.01 
X1 -0.46 -0.33 0.02 
X2 -0.43 -0.49 0.01 
X3 -0.56 -0.21 0.02 
X4 -0.20 -0.31 0.01 
X5 -0.48 -0.07 0.02 
X6 -0.33 -0.11 0.02 
XT -0.34 -0.02 0.01 
X8 -0.18 -0.11 0.01 
X9 -0.21 -0.37 0.03 
X10 -0.34 0.28 0.01 
  
  
  
  
  
  
  
  
  
  
Table 1: Offsets between for the individual strips. Strips 
from the parallel sub-block are denoted by P, strips from the 
crossing sub-block are denoted by X. 
(the offsets norm) for the cross strips sub-block and indicates 
this also graphically. It is therefore not advisable to consider 
the offsets constant for a whole block. To test for variations 
of the offsets within a strip the offsets were computed for 
smaller sections within the strip but did not reveal significant 
changes, therefore the strip unit seems to suit here. A more 
detailed inspection of a few horizontal surfaces have indicated 
that there are some trends that appear to arrive from angular 
biases (such as mounting or INS biases). The magnitude of 
these trends is of smaller order but still require treatment. 
Extension of this work will concern with their elimination. 
5 Concluding remarks 
Reaching the potential accuracy of laser data and eliminating 
artifacts requires the removal of systematic errors from the 
data. A strip adjustment formulation enables removing both 
errors that were not properly eliminated before takeoff and 
ones that occurred during the mission. By using a system 
driven solution in the current modeling the actual errors in 
the system can be removed. The proposed model offers a 
natural way for eliminating the systematic errors as it con- 
strains the laser points to the surface. The selection of a 
surface based model enables using general topography and 
natural and man-made surfaces for the adjustment and do 
not require distinct object in the overflown region. Results 
of applying the model on a block consisting 20 strips among 
which ten strips were taken in a “cross-strip” pattern have 
demonstrated the existence of significant positional offsets in 
the data of one order of magnitude bigger than the ones in 
height. 
REFERENCES 
Bretar, F., Pierrot-Deseilligny, M., Roux, M., 2003. Estimat- 
ing image accuracy of airborne laser data with local 3D- 
offsets, International Archives of Photogrammetry and Re- 
  
     
     
   
    
   
    
   
   
   
    
    
    
   
    
     
   
    
    
   
  
   
    
    
    
    
   
   
   
   
    
    
     
   
    
   
   
    
  
  
  
  
   
   
    
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Magnitude [m] 
  
  
Figure 4; 
Cross stri
	        
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