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Table 3 Errors in the projected points over the
reference plane.
AZ = 100mm
AZ = 50 mm
€um oy €vm Ox
0.382 0.67 0.348 2.99
0.275 0.63 0.269 2.66
1.525 0.63 0.853 2.66
simulated image coordinates. The estimated coordinates
using this intersection approach and the true coordinates,
which were known from the simulation, were compared.
The mean-square values for the true errors of the fifteen
points coordinates are presented in the first and third
columns of the table 3. The second and third columns
show the estimated standard deviations for those
coordinates. These deviations were obtained using
covariance propagation from the equations (3)
(Tommaselli et al, 1995). These results can be
interpreted as the expected accuracy of the range
system. The mean-square values of the true errors in the
projected coordinates were similar in the two cases.
However, in the second one the estimated standard
deviations were higher, probably due to a worse
configuration.
7. CONCLUSION
All computer software were written in C language,
including the image processing routines. The obtained
results with the proposed Photogrammetric Range
System using simulated data seems to be suitable to the
proposed applications. Variations in the calibration
geometry give very accurate results. Feature extraction
methods were tested and now improvements in the
algorithms are being introducing in order to obtain higher
accurate image coordinates.
The results obtained indicated that 1mm of accuracy in
height determination and 0.5mm in XY plane can be
reached, in a typical application. Some questions
associated with feature extraction must be further
studied aiming the improvement of the whole accuracy
of the system.
7. REFERENCES
GUISSER, L.; PAYRISSAT, R.; CASTAN, S. A New 3-D
Measurement System Using Structured Light, IEEE,
1992.
MITCHEL, H.L. Applications of digital photogrammetry
to medical investigations. ISPRS Journal of
Photogrammetry & Remote Sensing, Vol. 50, N. 3,
1995.
TOMMASELLI, A.M.G.; TOZZI, C.L. A recursive
approach to Space Resection using straight lines.
Photogrammetric Engineering and Remote Sensing.
1996.
TOMMASELLI, A.M.G.; SHIMABUKURO, M.H.; SCALCO,
P.A.P.; NOGUEIRA, F.M.A. Photogrammetric Range
373
System: Mathematical Model and Calibration. In:
Proceedings of the Third Conference on Optical 3-D
Measurement Techniques, Viena, 1995.
TRINDER, J.C.; JANSA,J.; HUANG, Y. An assessment
of the precision and accuracy of methods of digital
target location. ISPRS Journal of Photogrammetry
& Remote Sensing, Vol. 50, N. 2, 1995.
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B2. Vienna 1996