540
The above values are in agreement with earlier results from the GPM System
(van Wijk, 1979). The fact that identical results were obtained for the
stereocomparator and the Stereocompiler measurements indicates that the
enlargement process, used at IGAC to produce the Stereocompiler
transparencies, and the instrumental accuracy of the Stereocompiler do not
appear to affect the accuracy which is obtained by the system.
Stereo-orthophotos produced from the two Colombian stereo-overlaps were used
to determine the stereo-orthophoto accuracy for terrain conditions, typically
encountered in the project. The results obtained from these models may be
affected by vegetation, which for the Sudbury test area is virtually non-
existant. Also the elevation differences relative to the flying height for
one of the models is more representative for Colombian terrain conditions.
The influence of using X-parallax to height ratios, different from the base to
height ratio, in the production of stereo-orthophotos, was evaluated for the
Colombian test models and a Sudbury model, different than the one used in the
previous test. Using a smaller ratio will result in smaller X-parallaxes in
the stereo-orthophotos, improving the image quality of the stereomate, but
affecting the accuracy, as demonstrated by the results. The rms errors,
obtained for contact transparencies of all test models, as measured on the PSK
Stereocomparator are indicated in Table I.
test model |relative p, /h image rms error at number
elevation scale image scale of
difference
n, m, points
Sudbury 2.3%H 0.6455 1:16 000 68 um | 49 yum 95
(= base/height)
" 2.32H 0.4317 1:16 000. 1 72 um 1 57. um 108
" 2.32H 0.2891 1:16 000 85 um | 64 um 96
Colombian 8.4ZH 0.6254 1:20 000 81 um 76 yum 56
. (= base/height)
" 8.472H 0.2811 1:20 000 98 um |112 um 60
. 2.27H 0.5995 1353 000 44 ym | 44 yum 72
(= base/height)
" 2.2%ZH 0.2957 1:53 000 45 um | 83 um 65
Table I
rms errors for stereo-orthophotos produced
with different X-parallax to height ratios
The results indícate the accuracy limits of the stereo-orthophoto technique.
They have to be compared with the effect of other error sources, such as
inaccuracies in identification and measurement of parcel and land use
boundaries, which may affect the final accuracy. This was evaluated for a
test with approximately 85 typical boundary points which could be identified
in the photographs by natural features. The test was performed on stereo-
orthophoto transparencies, enlarged by a factor 2.5 with respect to the
original 1:20 000 scale photographs. Two operators identified and digitized
the boundary points each two times. No significant difference in the results
was established for the two operators and their combined result indicate
standard errors of 100 yum in position and 57 um ín elevation, expressed at the
original image scale 1:20 000, and corresponding with standard errors of 2.0 m
and l.l m, respectively, in the terrain. The planimetric error in identifying
and digitizing non-targeted boundaries exceeds the stereo-orthophoto system