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AERIAL TRIANGULATION WITH AUXILIARY DATA, BRANDENBERGER 99
triangulation. This procedure yields auxiliary data for the drift by and the swing x and
they can be used as conditions for the Strip adjustment especially with respect to the y-
adjustment. The accuracy of the procedure depends on the length of the straight Jines
which are transferred from the oblique photographs to the vertical photographs. It seems
to be recommended to acquire more experience with this method and to gain more ac-
curacy information.
e. Shoran-controlled aiv stations.
The planimetrie coordinates X and Y of air stations in an aerial triangulation can
be obtained by Shoran and Hiran measurements respectively. This means that additional
data is procured for the air base components bx and by. The accuracy of aerial trian-
gulation with Shoran-controlled air stations depends on the accuracy with which the air
stations are determined by Shoran. At present standard errors of about 5 to 10 m can
be expected. A particular aspect which should be investigated more thoroughly is the
economical aspect of this method.
f. Aerial triangulation with horizon pictures, sun periscope, and gyroscopic recordings.
In these systems auxiliary data is obtained for the lateral and longitudinal tilts œ
and gy respectively. The methods involved are basieally not new and were already well-
known in 1956. The problem encountered here is that it is not so easy to attain with these
auxiliary data an accuracy of about 1¢ for and g which can be obtained from a direct
relative orientation in a first order stereoplotting instrument. Also it seems to be that
the accuracy of w and ¢ determination from horizon photographs considerably depends
on the atmospheric conditions and horizon characteristics which might vary from country
to country. The sun periscope method is basically less dependent on such local conditions
and it would be doubtlessly interesting to obtain still more accuracy information on this
method as is available up to now. There is no doubt that auxiliary data for w and ¢ from
gyroscopic recordings are valuable too if a sufficient accuracy can be attained with this
system. It seems to be that the system of gyroscopic recordings is still in a development
state and that more effort is necessary to reach an acceptable accuracy for aerial trian-
gulation purposes.
g The method with independent geodetic controls.
Although this strip triangulation method does not use airborne auxiliary data it is
felt to be necessary to mention this method in the report for Subject 4 of Committee III
since it is not very likely that this strip triangulation procedure will be covered by the
reports for Subjects 1, 2, and 3 of Committee III. The basic idea in performing strip
triangulations with independent geodetic controls is to use independent base lines, azi-
muths and slopes at both ends of the strip and eventually somewhere between both ends.
These independent geodetic controls are determined on the ground by geodetic methods.
To perform the strip triangulation — for instance with a first order stereoplotting in-
strument — the aeropolygon method is used. The strip adjustment is performed in such
a way that the deformed strip surface is forced to fulfil the condition equations for
scale, azimuth, lateral and longitudinal tilt at the end of the strip. These condition equa-
tions are obtained from the independent geodetic controls at the end of the strip. This
procedure yields coordinates for the triangulation points in a local rectangular coordinate
system which is oriented toward North. To obtain sea level elevations for the triangulated
points one absolute sea level elevation must be given preferably in the middle of the
strip. The essential advantage of the method with independent geodetic controls is the
fact that no geodetie connection is needed beween the measured controls at both ends of
the strip. This might prove to be a great advantage in areas without geodetic triangu-
lation or in areas with difficult access such as in jungle or tundras, ete. It is obvious