expected that this technique, called '"orthoprojection', will have
uses in architectural work as well. The first experiments made
by several institutions have supplied good results and have en-
couraged continuing research in this field.
In the following a description of the special process for producing
orthophotos in architectural photogrammetry is given. Included
to this report are the results of accuracy and efficiency tests.
The examples of orthophotos enclosed give an idea of possible
applications.
2. Orthophoto-production in architectural photogrammetry
Because of the heterogeneity of different objects the production
of orthophotomaps in architectural survey requires a detailed
design of the project parameters for photography and orthopro-
jection. All terrestrial cameras and orthoprojection systems are
qualified more or less for architectural purposes.
2.1. Photography
Project planning begins with the selection of a suitable camera.
Here the focal length, i.e. the angular field, is of special im-
portance for the accuracy and the image quality of the resultant
photomap. From the orthoprojection process arises a number of
errors which are caused by the operator, the object and the recti-
fication system itself. System errors as a result of height dif-
ferences inside of the rectification element, profiling errors,
image motion and radial displacements all depend on the angular
field. Smaller aperture angles or larger focal lengths reduce
the mentioned errors. If small-angle cameras are not available,
the image field of wide-angle photography should be restricted.
The arrangement of the photogrammetric survey also influences the
subsequent orthoprojection. Large differences in height with
regard to the Z-range of the instrumentation later used should
be avoided. This problem is resolvable by a greater camera-to-
subject distance, which, however, can be obtained only in a few
cases. One should also take care that protruding parts of the
object will not be imaged at the border of the photograph. These
arrangements, which improve the quality and the accuracy of the
orthophoto, extend on the other hand the number of photogrammetric
models. With more experience in this field a compromise between
accuracy and economy will certainly be found.