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less specialised personnel to undertake the necessary photography.
At the University of Cape Town a young post-graduate surveying student has
received sponsorship to undertake underwater photogrammetric research. À
condition of sponsorship was that he should successfully attend a scientific
diver's course. The difficulties of underwater illumination are well known
and for the purpose of this particular project photographic distances under-
water have been confined to approximately 2 metres or less.
ACCURACY TESTS
The writer in a previous paper (Adams 1980) described the establishment of
a calibration field and the use of projective transformations, homogenous
co-ordinates and collinearity equations to test the accuracy of a pair of
Mamiya C 330 twin-lens reflex cameras used in a stereophotogrammetric mode.
Using the same calibration field and similar techniques the NIKONOS III,
equipped with a W-Nikkor 35mm/f2.5 lens, was tested to establish potential
in air accuracies. Measurement of X-Y co-ordinates of 80 Common targeted
points were made on the original negative pairs of convergent photography
in a STEKO 1818 stereocomparator (resolution 5 um) and on paper prints (8x
enlargement) using a summagraphics ID-2.11/48 digitiser (resolution O. 1mm)
attached to a Tektronix 4051 graphic system. A summary of the results are
given in Table 1. The results of these tests show that the NIKONOS III used
in an in air mode and with a W.Nikkor 35mm lens attached fulfills the
specified requirements of precision photogrammetry, even when using paper
print enlargements and digitised co-ordinates.
In order to undertake underwater tests it was necessary to first construct
and co-ordinate a portable free net control framework {Fig 3), ‚It Is
normally tedious and difficult to co-ordinate targets in a small free net
control framework using traditional survey methods and a method has there-
fore been adopted of using a Zeiss Jena UMK 10/1318 metric camera to stereo-
photograph the control framework placed within the permanent laboratory
calibration field and then to co-ordinate the framework targeted points as
an exercise in projective transformation. Tests have shown that the UMK
camera is capable of achieving relative mean square errors of 1:10 000 of the
distance from the camera. Using a framework of portable control points so
co-ordinated, convergent underwater photography (Fig 3) was taken of the free
net system at an overall ‘working distance of * 1 metre using the pair of
cameras mounted on a bar and equipped with UW-Nikkor 28mm/f3.5 lenses. A
typical set of results is listed in Table 1.
Fryer and Elfick (1981) described an image splitter for simultaneous under-
water stereophotography. A similar image splitter and including an attached
control framework (Fig 4) was constructed and accuracy tests undertaken. A
set of typical results is listed in Table II. Although the photographic
coverage is reduced, the image splitter construction would be useful in the
stereophotography and study of small marine life and so on, particularly
where simultaneous photography was necessary.
MEASUREMENT OF IMAGE PAIRS
For the purpose of establishing the ultimate potential accuracy of the
camera systems the original negatives of the image pairs were observed, as
previously described, in a STEKO 1818 stereocomparator in mono-comparator
mode and enlargement prints were observed on a Summagraphics digitiser
tablet. The pointing mark on a normal digitiser cursor is coarse and
consists of an etched Gross.” This type of measuring device is effective if
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