Full text: Commissions I and II (Part 4)

   
Engg. XVII, 
ramm. Engg. 
Instruments. 
adial Distor- 
p. 169. 
3 Application 
245. 
ndence). The 
Camera Len- 
in the Fun- 
"ngg. XXIII, 
‘ngg. XXIII, 
Photogramm. 
Distortion in 
2, p 426; III, 
J. Opt. Soc. 
rmance. Pho- 
Engg. XVII, 
lane Mapping 
ogramm. Rec. 
vey Cameras. 
Arch. Photo- 
ration. Photo- 
incipal Point. 
istortion. Pho- 
Engg. XXIII, 
mmetry. Pho- 
mages Caused 
110. 
GEOMETRISCHE EIGENSCHAFTEN DES BILDES, DAVID 51 
III. Platten und Filme. 
[27] MeNeil, G. T., Film Distortion. Photogramm. Engg. XVII, 1951, Nr. 4, p 605. 
[28] Norton, C. L., Production Control of Factors affecting the Calibration of a Pho- 
togrammetric Camera. Photogramm. Engg. XX, 1954, Nr. 3, p 502. 
[29] Brucklacher, W. A., New Developments in the Field of Instrument Design 
at Zeiss-Aerotopograph from 1949 to 1954. Photogramm. Engg. XX, 1954, 
No. 4, p 642. 
[30] Atwell, B. J., Some Factors affecting the Physical Quality of the Image in Air 
Photographs. The Photogramm. Rec. I, 1955, No. 6, p 13. 
[31] Oswal, H. L., Flexure of Photographic Plates under their Own Weight and some 
Modes of Support and consequent Photogrammetrie Errors. The Photogramm. 
Rec. II, 1956, No. 8, p 130. 
[32] Meeus, W. A, et Thiriar, L, Contróle de la Planéité des Plaques Photo- 
sensibles pour la Photogrammétrie. Photogrammetria XIV (1957-1958) No. 3 
p 103. 
[33] Thein, J. B.,, A Discussion of the Aerial Camera-Stereo Instrument Team. Pho- 
togramm. Engg. XXIV (1958) No. 4, p 634. 
[34] Filmer, R. W., A Study of the Effect of Differential Film Shrinkage on the 
Space Resection and Orientation of an Aerial Photograph. Photogramm. 
Engg. XXIV, 1958, Nr. 5, p 765. 
’ 
IV. Filter und Abschlussglas. 
[35] Halwax, F. Ueber Zusammenháünge zwischen Aufnahmetemperatur, Kammern- 
konstanten und systematischen Fehlern der inneren Orientierung. Photogram- 
metria XVI, 1959-1960, Nr. 1, p 2. 
V. Refraktion und. Erdkrimmung. 
[36] Le Divelec, G. P., Correction Automatique des Déformations dues à la Cour- 
bure de la Terre et la Réfraction de l'Air en utilisant le Systéme Mécanique 
de Variation de la Distance Principale. Int. Arch. Photogrammetry, XII, part 
4, 1956, LD4. 
[37] Ekelund, L. Some Investigations into Distortion of Air Cameras, Int. Arch. 
Photogrammetry, XII, part 4, 1956, IEI. 
[38] Schut, G. H., Computation of the Height Deformation in Stereoscopic Models 
caused by Distortion of the Photographie Image. The Canadian Surveyor, 
XIV, 1958, Nr. 1, p 19. 
[59] Smith, J. W., The Effects of Earth’s Curvature and Refraction on the Mensura- 
tion of Vertical Photographs. Photogramm. Engg. XXIV, 1958, Nr. 5, p 751. 
SUMMARY. 
Departing from the information storing in the negative in the case of ideal repro- 
duction, the discrepancies from the standard (ideal case) are treated, which originate 
from the individual elements within and beyond the camera when taking the picture. 
These discrepancies are of various character. Projective errors are those which can be 
eliminated exactly or sufficiently by appropriate definition of the elements of the inner 
orientation of the camera or by the projection in the plotting instrument. Non-projective 
errors (for instance distortion) may be symmetrical with respect to rotation or irregular 
(for instance deformation of emulsion). Discrepancies symmetrical with respect to rota- 
tion can be eliminated quite easily in plotting. It appears therefore to be useful to treat 
the correction elements used for this purpose as part of the storing and to observe the 
geometry of the picture after such a correction. 
     
  
   
      
     
    
     
   
  
    
   
    
   
    
    
   
   
   
    
    
  
  
   
   
    
  
  
   
    
    
  
  
  
   
      
  
 
	        
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.