HIGH PRECISION CALIBRATION OF CLOSE RANGE PHOTOGRAMMETRY SYSTEMS
Hädem, l., University of Trondheim, Trondheim, Norway
Amdal, K., Metronor A S, Oslo, Norway
Commission V
ABSTRACT
This paper deals with investigations on test field calibration of close range photogrammetric systems for high precision industrial
applications, with emphasize on the use of stereo vision systems of 2 or 3 cameras. The initial investigations are based on
simultation studies: The influence of different parameters on the accuracy of the calibration are investigated i.e. the number and
configuration of signalized object points, the object control of given points or given distances, the number and configuration of
exposure stations, and the type of camera parameters. Finally, the result of a practical investigation on the calibration of a digital
photogrammetric system on the basis of given distances in object space is reported.
KEY WORDS: Accuracy. Calibration. Close-range. Photogrammetry.
1. INTRODUCTION
Traditionally, the objective of calibration is to estimate those
parameters in the photogrammetric system which can be
considered as "constants" in later photogrammetric
measurement tasks. The parameters of the photogrammetric
system (the functional relationhip between image points
(x,y) and object points (X,Y,Z)) are primarily those of inner
and outer orientation describing the fundamental model: the
central perspective, and secondly additional parameters which
describe the deviations from this model. These deviations
(model errors) can conveniently be mathematically
formulated as systematic image errors, on the basis of a
physical approach or a numerical/statistical approach. The
systematic image errors are often considered as belonging to
the concept of "inner orientation" in a wider definition of this
concept. It should be mentioned that when using analog
cameras the inner orientation has to be restored for every
picture, on the basis of fiducial marks. Such a restoration is
not necessary when using digital cameras, as it can be assumed
that the position of the pixels in the image system retain their
positions from exposure to exposure. In some cases the
calibration may also include the outer orientation, as for
instance when a permanently mounted unit of cameras is used
for a consecutive dimensional control of constructions in a
workshop hall. Considering a stereo vision system as a unit of
cameras which have a fixed relative orientation (relative
camera rotations and positions), this orientation is also
subject to calibration.
The simulation approach has generally become very popular to
guide the surveyer in network design. Within close-range
photogrammetry simulation studies of the factors influencing
the accuracy and reliability are reported, together with
results of verifying the conclusions on applications. (Fraser,
1989 and Schlógenhofer, 1989).
The primary objective of this paper is on the basis of
simulation to investigate some factors which influence the
accuracy of test field calibration. Such factors may be the
configuration of object points and camera orientations, inner
orientation including systematic errors (local or global), and
the object control (given points and distances). As a measure
on the accuracy of the calibration the relative accuracy of
estimated unknown distances in representative positions and
directions within the test field is given. (The variance/
covariances of the etimated calibration parameters might also
have been used). The simulated cases are rather restricted;
further investigations are therefor highly desirable. At the
end real results of calibrating a high precision digital
photogrammetric system are reported. However, first some
aspects of precalibration are discussed.
2. PRECALIBRATION METHODS
There are two main approaches to precalibration: Optical
calibration and Test field calibration. (Freyer, 1989). As the
simulation in this paper deals mainly with test field
calibration, the optical calibration is briefly discussed.
2.1 Optical calibration
Optical calibration uses optical means for a thorough
laboratory test of the physical and mechanical function of the
camera and its geometrical quality, including a high precision
estimation of the inner orientation parameters, radial lens
distortion (often in the 4 diagonal directions) and sometimes
also decentering. (See e.g. Burner, 1990). For analog
cameras, the calibrated coordinates of fiducial marks serve as
a means for restoring the calibration image system (where
the principle point is defined) in later photogrammetric
measurment tasks. In principle a transformation on the
fiducial marks by translation and rotatation should suffice. A
more sophisticated transfomation may, however, model
physical sources of errors (like film shrinkage) which have
been active between the exposure and the measurement of the
image.
2.2 Test field calibration
The actual calibration parameters are estimated on the basis
of measuring pictures taken of a test field. The dependence of
principle distance, radial distortion and decentering on the
focussing (which in turn is dependent on the distance between
the object and the exposure station) may also be subject to
calibration, (Freyer, 1989). The calibration conditions
(temperature, illumination, .. ) should be as possible similar
to those expected in later photogrammetric tasks. The
disadvantage of test field calibration is the large quantity of
work involved: A stable 3-dimemsional steel frame with e.g.
retro-reflex targets must be built, and next a control must be
established. The control may be given points (X,Y,Z) in some
chosen object system and/or given distances between some of
the targeted points. Given distances may also be introduced by
placing bars with targeted points (which are the endpoints of
the given distances) in favourable positions and directions
within the actual object space. The control may be established
by high precision geodetic methods. The control of a test field
for calibrating digital cameras of moderate accuracy may,
however, be photogrammetrically established using high
precision metric analog cameras (Amdal et al, 1990).
Equivalent to the use of a 3-dimensional frame is the use of a
2-dimensional frame which can be positioned paralell to itself
(Beyer, 1987).