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THE INFLUENCE OF INSTRUMENT-ERROR ON METHODS OF
ORIENTATION AND ACCURACY OF PLOTTING
by
R. Finsterwalder.
The accuracy of photogrammetry has been increased noticeably during the
last twenty years. Thereby it was not enough to reduce one influence of error
but the sum of all influences. These influences are for instance the resolving
power of the lens and of the photographic emulsion, residual distortion of lens,
irregular film shrinkage and all influences of instrumental errors. The sum of
all these influences has been expressed hitherto by the value of m, — — 0,05 mm
on the original photograph (monocular measuring). Hereby precision plotting
instruments are supposed. m, is a fundamental value used widely for general
error-investigations. It has been often discussed, some ones were of the opinion
it may be smaller f.i. Kasper, but on the other hand Hallert (Sweden !) tested
the value to be larger. He found 0,051 mm in 1951. Nevertheless there was no
great objection against the value mo = 0,03 mm.
An import progress was the increase of optical resolving power and
reducing resp. eliminating of lens distortion, but all the progress brought about
the Orthometar, Topogon, Metrogon, Aviotar, Aviogon and Topar-lenses would
have been in vain unless the photographic resolving power had been simultane-
ously refined and the stability of photographic emulsion base improved and
also the irregular film shrinkage reduced. An import problem is to-day whether
film or glass should be used as emulsion base.
The progress which has been attained is evident from the fact: whereas
several years ago it was still necessary to use crosses Or circles one meter in
diameter for rendering the control points visible it is now sufficient to white-
wash only the boundary stones for precise plotting from photographs of low
altitude (h = 1000-2000 m). Points of this kind can be located by the floating
mark with an accuracy in excess of 0,03 mm (monocular measuring), this special
accuracy is now at least 0,01 mm. Of the same order is the value of vertical
parallaxes which are just visible in the reciprocal orientation. It is of greatest
interest that one sicceeds ‘also in this case in eliminating all visible vertical
parallaxes when orientating relatively two photographs in the plotting instru-
ments. This experience proves also the high progress attained in the accuracy of
these instruments.
Instrument errors and methods of orientation.
Even in our days the method usually employed for reciprocal orientation
is still the optical-mechanical process of O.v. Gruber, any calculation is hereby
avoided and results are obtained very quickly.
But the optical-mechanical method is a little too primitive, one gets no
figures, that is a disadvantage in some cases especially in aerotriangulation where
1) Hallert, B. Contribution to theory of errors for the double point intersection in space.
Transact. of the Royal Inst. of Technology 1950, see pp. 62.