3D-WIREFRAME MODELS AS GROUND CONTROL POINTS FOR THE AUTOMATIC EXTERIOR
ORIENTATION
Thomas Läbe, Karl Heiko Ellenbeck
Institute of Photogrammetry
University of Bonn
laebe@ipb.uni-bonn.de
Commission ll, Working Group 5
KEY WORDS: Automation, Orientation, Database, Control point model, Building extraction
ABSTRACT
The bottleneck of today's automation of image orientation is the identification of control points for exterior orientation. A
solution for this problem is presented. It is based on 3D-wireframe models of buildings as ground control points. The paper
describes the setup of a database of such control points and the use of the data for an automatic exterior orientation.
1 INTRODUCTION
Today we are on the way towards the regular use of digi-
tal photogrammetric workstations progressively allowing au-
tomation of in principle all steps of image analysis. In nearly
every case one needs the orientation parameters of the im-
ages. Examples of actually available automatic orientation
tasks are the interior orientation, the relative orientation and
aerotriangulation. Regarding the different matching tasks
of the orientation processes one finds out why solutions for
the exterior orientation are rare. The following list gives an
overview:
e matching between simple 2D-objects and images cer-
tainly is the most simple task in case the object can be
described by its intensity image. Interior orientation for
example can be automized by using classical template
matching techniques.
e matching between images and images is of similar
simplicity due to the already identical representation.
Quite a number of matching techniques are available
which may be used for relative orientation or for point
transfer in aerial triangulation.
e matching between complex 3D-objects and images is
used for image interpretation, e. g. for building detec-
tion but also for the important task of control point
identification and mensuration necessary for determin-
ing the exterior orientation.
Solutions which have been proposed for the automation of
the exterior orientation are 1.) the use of signalized control
points and 2.) the use of old image templates of natural
control points.
Putting the signals on the ground by hand is costly. Signals
also have to be larger for automatic procedures than for man-
ual measurements due to the lack of adequate identification
procedures which can compensate for varying background.
Different templates may be used for different scales of the
images. Approach 2), i. e. using image templates, has to
cope with many problems such as different illumination, veg-
etation, scales and perspective of the images used for the
setup of the control points and the images which have to be
orientated.
We propose to use 3D-control point models as a solution for
the matching task. In most cases the problems mentioned
218
above do not occur. Our module for the automatic exterior
orientation uses sets of 3D-edges as control point models.
When one sets up a database of control point models for
this approach, one could in principle use all 3D-objects which
are projected in the images as straight lines. But in most
cases one wants to use one model for many different areal
photographs, which have been taken at different times. Be-
cause of this, the 3D-edges have to be time invariant. Edges
at roads or buildings are such structures. Sometimes the
edges of roads, especially of small ones without any mark-
ings, vary slightly because of different seasons or weather.
Our approach, therefore, uses 3D-wireframe models of build-
ings as ground control features, though actually only the 3D-
edges of these wireframes are used for the orientation. Using
wireframes eases the acquisition of the 3D-structures. Other
possibilities are also conceivable.
2 MOTIVATION
The motivation for the development of a module for au-
tomatic exterior orientation (AMOR) and the setup of a
database of 3D-control point models was the change of the
orthophoto production from an analytical to a digital system
at the Landesvermessungsamt (State Survey Department)
North-Rhine-Westfalia in Bonn.
For nearly 30 years each map sheet of the orthophoto base
map 1:5000 was updated at least every 5 years with a new
orthophoto from an actual photo flight with an image scale of
about 1:12500. With the beginning of this renewal program
a database of time invariant control points was established to
provide the necessary control points for each spatial resection
at the orthophoto projector. These time invariant control
points consist of two points on roofs (gables) of a building.
In the area of North-Rhine-Westfalia, about 70% of the more
than 8000 orthophoto map sheets can be oriented by a spatial
resection using these roof points.
For the digital production process we proposed to enhance the
control points (2 roof points) to contol point models consist-
ing of wireframe models of the houses or groups of houses. À
module for automatic exterior orientation then has at first to
detect automatically the control point models in the image,
secondly to match the 2D image edges with the corresponding
wireframe edges and lastly to compute the spatial resection.
The building of the new database is at work at our Institute
and this paper reports on this for the first time. Besides the
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B2. Vienna 1996
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