magnitude of the parameter correction convergence
criteria.
RESULTS
Basis of comparison are:
. model redundancy;
. camera axis convergences and base;
. reference variance;
. plate observation RMS residuals;
. object coordinate RMS errors;
. object coordinate RMS standard error ellipsoid:
. camera position RMS standard error ellipsoid;
NOOO, WON =
1. The degrees of freedom is increased in the
CONSTRAINED solution over the other two due to the
nature of the constraint equations.
2. The results for the camera base and orientation are the
same for each treatment by the CONSTRAINED model but
differs for the other two. At this stage it is not clear
whether this is due to the action of the constraint equations
or is merely coincidental. The MODIFIED model has larger
base and convergence than the CONVENTIONAL model's
mean values. The CONSTRAINED model has smaller base
and convergence angles than the CONVENTIONAL model's
mean values.
3. The reference variance increases from the
CONVENTIONAL to the CONSTRAINED to the MODIFIED
models indicating progressively less flexible modelling.
This should be expected as the CONSTRAINED and
MODIFIED models effectively force the cameras into a fixed
relationship whereas the CONVENTIONAL model allows the
cameras to find optimum positions. Any constraining of
the cameras will result in an increase in the plate residuals
(see point 4.) and thus the reference variance.
4. Plate observation RMS residuals of the CONVENTIONAL
model reduced from the control to the unknown treatment
as the points are free to find optimum locations. There was
an expected increase in the RMS values for the other two
models, however there was no change between the RMS
values of the two treatments. An increase over the
CONVENTIONAL model is to be expected as the cameras
are not free to find optimum individual positions.
5. Using the RMS point coordinate residuals as an indicator
of accuracy the CONSTRAINED and MODIFIED models
yield better results for both treatments than the
CONVENTIONAL. Of the two new models presented the
CONSTRAINED model producing the better results. For
the CONVENTIONAL model there was an average of 560%
increase in the RMS values from the control to the
unknown treatments compared to only a 270% increase for
the other two models.
6. Using the RMS point standard error ellipsoids as an
indicator of PRECISION the CONSTRAINED and MODIFIED
models are similar but worse than the CONVENTIONAL
model for both treatments. The CONSTRAINED model is
slightly more precise than the MODIFIED model.
NOTE: these values are generated from the inverted normal
equation matrix multiplied by the reference variance. Any
reduction in the reference variance of each model by better
weight selection may correspondingly reduce these figures.
The weights used for the CONVENTIONAL model were
kept for the other models.
7. There is an increase in the camera position RMS
standard error ellipsoid for each model with the MODIFIED
model having the highest values. In the MODIFIED model
the right ellipsoid is relative to the left ellipsoid.
CONCLUSIONS
Two bundle adjustment models optimised for use with
stereo photography have been developed. Initial testing of
these models indicate that they both yield a greater
accuracy than a conventional bundle adjustment using the
accuracy of the object coordinates as that indicator. Using
the error ellipsoids of the object points as an indicator of
precision the two models presented do not compare as
favourably with the conventional model.
The constrained model has a higher degree of freedom
than the conventional model due to the addition of the
constraint equations. It also produces the same stereo
camera invariant parameters whether the object points are
treated as control or unknown.
The modified model requires fewer parameters to be solved
for than the conventional model giving a savings on
computational power.
ACKNOWLEDGMENTS
The author wishes to acknowledge the assistance of Drs
Harvey Mitchell, John Fryer and Eric Kniest of the
University of Newcastle, New South Wales and ADAM
Technology, Perth, Western Australia for their support of
this research project.
REFERENCE
Case, J.B., 1961. The Utilisation of Constraints in Analytical
Photogrammetry. Photogrammetric Engineering, 27(5):766-
778.
Fraser, C.S., 1982. On the use of Nonmetric Cameras in
Analytical Close-Range Photogrammetry. The Canadian
Surveyor, 36(3):259-279.
Fraser, C.S., 1991. A Summary of the Industrial
Applications of Photogrammetry. IN: Conference Papers,
First Australian Photogrammetric Conference., Sydney -
Australia, November 1991.
Fryer J.G., 1990. Structural Deformation From Stereo Non-
metric Cameras and a Bundle Adjustment. IN: SPIE v1395,
Close-range Photogrammetry Meets Machine Vision.
ISPRS Commission V Symposium, Zurich - Switzerland,
1990.
Karara, H.M., 1989. Editor, Non-Topographic
Photogrammetry. Second Edition. American Society for
Photogrammetry and Remote Sensing, Falls Church,
Virginia, USA.
Mikhail, E.M., 1976. Observations and Least Squares.
Harper & Row, New York.