Full text: XVIIIth Congress (Part B5)

strengthen the 
of the still video 
ion of the drive 
location of these 
f the factory floor 
of camera stations, 
ide than expected 
"or the first epoch 
1ges to the initial 
were included to 
weaker network, 
.2 exposures per 
pted to overcome 
it. The original 
, but in this case 
ected in the first 
were used on the 
1anually on site to 
‘get and station 
the basis of the 
remaining frames 
entirely automatic 
ed to orientate the 
using an intensity 
re computed in a 
the pixel intensity 
on via bundle 
Juares estimation 
ita from 2D image 
ooviding a self- 
ons of the target 
IS 
cs, changes in the 
> quality of some 
y different results. 
e precision for the 
ch 1 — Epoch2 
44 0.032 
2 18 
3 62 
16 0.17 
‚000 / 1:50,000 
07 0.07 
56 1.01 
  
rk computations 
96 
In an apparent contradiction, the average object space precision 
for the second epoch is slightly degraded, caused by an 
unforseen loss of target images. Due to the few days between 
the two epochs. many of the targets were smeared with rust and 
oil. reducing the retro-reflective response despite attempts at 
cleaning. changing exposures and the outright replacement of 
some targets. 
The precisions of the derived centres and radii of the circles 
ranged from 0.1mm for the flange to 0.3mm for the bottom 
plate. which are also in broad agreement with the predicted 
object space precisions. The top plate and flange certainly met 
the accuracy specification of +0.5mm with a large degree of 
confidence. whilst the bottom plate met the accuracy 
specification only at a 1.7 sigma level. 
The results of the first epoch of measurement indicated that the 
design dimensions were out of tolerance. The height of the 
hopper, using the separation of the top and bottom plates, was 
some 6.3 mm in excess of the design. To verify that this was 
not an error in the overall scale of the photogrammetric 
network, spirit levelling was used to independently determine 
the separation of the plates. The result of the levelling was a 
excess separation of 5.5mm with a precision of 1mm, which 
agreed with the videometric determination. 
The design dimensions for the critical flange were also in out of 
tolerance, although this was expected as the surface had been 
deliberately left "green" with some excess material. The amount 
of surface material to be removed at each target location was 
computed. The average thickness to be removed was 4.4mm. 
The flange was to be reduced in thickness using a "bolt on" 
milling machine. The milling machine incorporates a calliper- 
like measuring system to determine cutting depth. The 
measurements made with the calliper disagreed with the 
photogrammetric determination of the planarity of the surface, 
in the worst case by Imm. The face was therefore milled to 
within Imm of the design dimension. 
After the second epoch of measurement, constant dimensions 
were verified and the excess in the design dimensions for the 
flange had reduced as expected. The over dimension of the 
height of the hopper was verified at 6mm and the centre of the 
critical flange was Imm in excess of design. Again the 
photogrammetric and calliper measurements could not be 
reconciled, so the flange face was milled at a compromise depth 
which resulted in an average of 0.4mm of under-cut. Although 
this problem was never resolved, the flange was nevertheless 
within the £0.5mm design tolerance according to both systems. 
CONCLUDING REMARKS 
Developments in digital photogrammetric equipment and 
techniques will no doubt have a significant effect on a variety of 
metrology applications. The development of large area CCD 
sensors and corresponding improvements in target location 
187 
algorithms have placed the modern digital photogrammetric 
system at a point where it can offer traditional users of 
triangulation systems a very attractive alternative. The case 
study examined is but one example of how the digital 
photogrammetric alternative is finding increased acceptance. 
What is perhaps even more significant is the obvious savings 
available both in terms of time and money. Given that the 
accuracy achievable is commensurate with that of a theodolite 
triangulation system it is clear that in due course the digital 
photogrammetric system will find its appropriate niche in the 
metrology market. 
REFERENCES 
Allan, A. L., 1988. The principles of theodolite intersection 
systems. Survey Review, 29(227) : 226-234. 
Beyer, H.A., 1995. Digital photogrammetry in industrial 
applications. Proceedings, ISPRS  Intercommission 
Workshop "From Pixels to Zurich, 
Switzerland, pp 373-378. 
Fraser, C. S., 1984. Network design considerations for non- 
topographic — photogrammetry. Photogrammetric 
Engineering and Remote Sensing, 50(8) : 1115-1125. 
Fraser, C.S. and Shortis, M.R., 1995. Metric exploitation of 
still video imagery. The Photogrammetric Record, 15(85) 
: 107-122. 
Fraser, C.S., Shortis, M.R., and Ganci, G. 1995. Multi-sensor 
system self-calibration. Proceedings, SPIE International 
Symposium , Videometrics IV, Philadelphia, USA, 
Ganci, G. and Shortis, M.R., 1995a. Videometric as-built 
surveys during the manufacture of a furnace hopper. 
Proceedings, 
Monitoring Surveys, Melbourne, Australia, pp 59-69 
Ganci, G. and Shortis, M. R., 1995b. The Use of Digital 
Photogrammetry For Large Scale Metrology. Proceedings, 
36th Australian Surveyors Congress, Singapore, pp 247- 
261. 
Roberts, T. P., and Moffitt, N. M., 1987. Kern system for 
positioning and automated coordinate evaluation : A real 
time system for industrial measurement. Proceedings, 
Volume 7, /987 ASPRS-ASCM Annual Convention, 
Baltimore, U.S.A., pp 57-61. 
Shortis, M. R. and Fraser, C. S., 199]. Current trends in close 
range optical 3D measurement for industrial and 
engineering applications. Survey Review, 31(242) : 188- 
200. 
Shortis, M. R.,, Clarke, T. A. and Short, T., 1994. A 
comparison of some techniques for the subpixel location of 
discrete target images. Proceedings, Videometrics III, 
SPIE Vol. 2350, pp 239-250. 
Shortis, M. R., 1992. The use of theodolite intersections to 
calibrate a wind tunnel probe. 
37 (4) : 295-301. 
Woodward, C. A. W., 1987. Practical experiences with the 
Wild-Leitz RMS2000 Proceedings, 2nd 
Industrial and Engineering Survey Conference, London, 
England, pp 42-53. 
Sequences", 
3rd Symposium on Surveillance and 
The Australian Surveyor, 
system. 
International Archives of Photogrammetry and Remote Sensing. Vol. XXXI, Part B5. Vienna 1996 
 
	        
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