Full text: XVIIIth Congress (Part B3)

  
  
    
  
  
  
  
  
  
   
   
  
   
   
  
   
   
    
   
    
  
   
   
  
  
  
  
  
   
   
    
  
   
  
   
   
   
    
  
   
  
   
   
    
   
  
  
  
  
   
    
It is well known that the parameters x are calculated that E 
0 — o is a necessary result, where o denotes the (r,1) size 
zero vector and additionally x x-min. 
To obtain the matrix E from the sparse matrix A the 
numerical condition A E'- 0 is considered for the compu- 
tation of E. To minimize rounding errors and numerical 
inaccuracies arising from the large amount of data within 
the photogrammetric application iterations are carried out. 
4. COMPUTATIONAL CHECKS WITHIN PROMPT 
When dealing with a large amount of data, it is very impor- 
tant to check the adjustment and analysis results with an 
independent computation. PROMPT was designed to 
provide high quality results and to insure their accuracy. 
Some important numerical checks are displayed, such as 
the well known ANSERMET-Check. Consider the (n,n) 
size diagonal matrix of weights P (with p; > 0.0) and the 
(n,n) size unit matrix I then the (n,n) size matrix (I-C) 
contains the so called observations' redundancies r; on their 
diagonal elements 
( - C), -(r- at pA) a7 p) =7; 
(4) 
I 
Those observations' redundancies may be taken for the 
determination of the so called inner reliability parameters 
and for statistical testing like the standardized or 
studentized residuals. 
The ANSERMET check displays the sum of the diagonal 
elements (trace) of the (n,n) size matrix A (A'PA y! ATP 
that has to equal the rank q of the design matrix A. Re- 
member that q is an integer value. For an adjustment with 
rank deficiency design matrices the numerical checks A 
E'= 0 and E x = o are displayed by summing up the abso- 
lute sum of the elements of the (n,r) size matrix 0 and the 
(r,1) size vector o. 
These numerical checks are important to control the proper 
working of the computer's processor and to decide whether 
to add some iterations to the computations and increase the 
accuracy. 
When calculating the error ellipsis for the object points the 
following equation may be taken for a numerical check 
sj s3vsi-4 B e.c (5) 
where s denotes the standard deviation of the points' coor- 
dinate and A,B,C denote the axis of the corresponding 
error ellipse. 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B3. Vienna 1996 
5. PERFORMANCE OF PROMPT 
It is the target of PROMPT within the CDW (Close Range 
Photogrammetric Workstation) of Rollei Fototechnic to 
provide a most convenient and easy-to-use environment. 
Using the WINDOWS platform for PC applications the 
number of observations and parameters may be extended to 
several thousand. 
  
  
Camera data 
  
aktiv. fest 
Focal length and principal point EK LJ] 
Radial symmetric distortion A1.A2 P3 L] 
Radial symmetric distortion A3 F1 L] 
Radial asym. and tang. dist. B1, B2 F] 
Affinity C1, C2 L] 
  
  
"Others 
Number of Iterations 
Sigmal a priori 
Balancing steps 
  
Free network 
  
  
  
  
  
  
Figure. 2a: Initial PROMPT screens 
      
  
  
  
  
      
  
  
  
  
Estimation method 
[ Estimation Calculation of (balanced) L1-Norm method. | 
ud Cancel of iteration with ESC 
[ Statistics 
Number of fixed points 0 Number of add. obs. a 
Number of new points 107 Number of unknowns 378 
Rank defic. 7 Number of photos 8 
Nunber of observations 1604. Number of cameras 1 
[Iteration 
Max. iteration steps n 1] Act. iteration step D 
Sigma 0 0.0000000  Convergency limit 1.e-005 
RMS of unknowns 0.0000000 
  
Es Programm step: Start adjustment computation. 
  
  
  
  
  
  
  
[- Controls 
   
Nominal actual 
Ansermet dE D.0000000 
Free net 
A"ET [Mean value) 0.000000 0.0000000 
EX 0.000000 0.0000000 
  
  
  
  
  
  
Figure. 2b: Initial PROMPT screens 
Graphical tools for the judgment of the results are also 
integrated (ref. figure 3). 
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