Full text: XVIIth ISPRS Congress (Part B5)

  
   
   
  
   
  
   
   
  
   
   
  
   
  
   
  
   
   
   
  
   
  
    
  
   
  
  
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figure 1: the nave (overview, left) and 
the cross column containing the test ob- 
jects (more detailed, right) 
figure 2: natural stones with different 
level of weathering 
CLAIMS, CHOICE OF SURFACES AND PHOTO- 
GRAMMETRIC TASKS 
After an initial inspecting of the 
test object six parts on the cross column 
were chosen and spread over all directi- 
ons to get information about an influence 
of the position. Any portion covers an 
area about 20*20 cm?. The chosen surfaces 
also differ due the level of weathering 
(s. fig. 2). This was done because it is 
possible that form and quantity vary in 
different phases of the weathering pro- 
cess. 
The curators of monuments restricted 
the number of control points per area and 
required a respectful treating of the hi- 
storical environment. Because a priori no 
Statement about the account of the assu- 
med loss of surface could be made by the 
cooperating mineralogists the range of 
accuracy was fixed to 0.1-0.3 mm. 
  
The photogrammetric camera 
To apply two photogrammetric cameras 
(Wild P32) for the tasks described above 
some modifications had been caried out. 
The focal length was changed to achieve 
an image scale of about 1:8 (i.e. a di- 
stance of 60 cm to the stone). It was re- 
alised by inserting metal cones. After- 
wards tbe depth of focus range was deter- 
mined empirically using an optical bench. 
In this case the range is very small and 
it should be guaranteed that the range of 
differences in elevation on the test ob- 
ject ( max. 5 cm) is within it and the 
desired distance to the object can be re- 
alised. 
After this modification the two sur- 
vey cameras were calibrated using a test- 
field (s. fig. 4). An alraedy existing 
testfield (metal plate with borings to 
insert control points) was modified to 
adapt the differences in elevation to the 
new conditions. For both cameras in each 
case 8 photos were taken for the cali- 
bration procedure (s. tab. 1). The con- 
trol points were introduced in a bundle 
block adjustment with a standard devia- 
tion of 0.1 mm in X and Y, 0.2 mm in Z. 
The results are summarized in table 2.
	        
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