Full text: Reprints of papers (Part 4a)

  
ce from 
al wide 
the 5- 
I, 
ground 
on has 
osition 
ist be 
4 can- 
stand- 
pear— 
ard error of y-parallax measurement is 
equal for both vertical and convergent 
photography. This important question is 
being investigated by making measure- 
ments in 9 and 15 points in both vertical 
and convergent models and substituting 
the values obtained in formulas (8) and 
(10) and the corresponding formulas for 
15 points. Of course, all known systematic 
errors, such as the radial distortion, must 
be eliminated from the measurements 
before using the formulas. 
When these fundamental expressions for 
the errors in convergent photographs have 
been derived, the error propagation in 
functions of the orientation elements may 
be studied in the same manner as for verti- 
cal photographs (see, for instance [7]). The 
formulas are also of primary importance 
for investigations of the influence of sym- 
metrical radial distortion upon the model, 
and for studying the error propagation in 
aerial triangulation with convergent pho- 
tography. 
The theory of errors for w- tilted photog- 
raphy may be developed in a similar man- 
ner. 
THEORY OF ERRORS FOR CONVERGENT PHOTOGRAPHY 
REFERENCES 
1. 
Cn 
6. 
sv 
Bjerhammar, A., "Adjustment of Aerotri- 
angulation.” Photogrammetria II, 1950- 
1951. 
. V. Gruber, O., Photogrammetry. Collected 
Lectures and Essays. Am. Photographic 
Publishing Co., Boston, 1942. 
. Hallert, B., “Über die Herstellung Photo- 
grammetrischer Plane." Thesis. Stockholm 
1944. 
. Hallert, B., “Contribution to Theory of Er- 
rors For Double Point Intersection In 
Space." Royal Institute of Technology. 
Stockholm 70. 1950. 
. Jordan- Eggert, Handbuch der Vermessung- 
skunde. Erster Band. Stuttgart 1948. 
Radlinski, W. A., “Convergent and Low 
Oblique Photography and Its Application to 
the Twinplex. PHOTOGRAMMETRIC ENGI- 
NEERING. Volume 18. Number 3, June 1952. 
. Roelofs, R., “Basic Factors Limiting the 
Accuracy of Mapping and Aerotriangulation 
by Photogrammetric Procedures.” Fourth 
interim technical report period: October 1, 
1953 to December 31, 1953. Mapping and 
Charting Laboratory. Ohio State University. 
. Tewinkel, G. C., “Numerical Relative Orien- 
”, 
tation." PHOTOGRAMMETRIC ENGINEERING. 
Volume XIX, Number 5. December 1953. 
  
  
  
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