tion will be
apply your
the Cornell
method, we
the ground
ontal, or a
ntrol point
r of photos
jation or a
he ground.
juation and
uations, but
Monsieur
tement son
.
/
amber
on of points
10del.
yn time, but
tronic com-
antage. The
ed for those
chosen in
ther models.
ation of the
that reason.
| pre-solved
ymputer one
ore the pro-
solution of
es not agree
’s correction
uses is not
is. Herget's
'epresent the
1 the case of
n shown in
nce makes it
ent in favour
ly.
ht the equa-
tiplying each
of the angle
has the con-
«ward factor,
follows from
and correla-
rection equa-
plicated than
ANALYTICAL AERIAL TRIANGULATION, DISCUSSION 27
necessary. For these reasons I suggest that the
correction equation is not sound from the
mathematical point of view and should not be
incorporated in a sound theory of analytical
aerial triangulation. We cannot just incorporate
any of an infinite number of possible equations
but should restrict ourselves here to the best.
In practice, the equation has undoubtedly
given results and I think that anybody who uses
it can confidently expect convergence of the
iteration procedure. Still, on the ground of the
above arguments it would seem better to replace
it by the differentiated equation. This should be
a simple matter in a coded programme and
worth while.
Mr WEIGHTMAN: I was rather surprised that
no mention had been made of the Church
method of adjustment yesterday. It seemed a
little strange in that it has certain advantages
over the methods discussed. These are that you
do not need to consider the rotations as such,
you start from two completely separate sets of
axes and merely compare the angles, and there-
fore the rotations as such can be ignored.
The value of this is that you can start from
your photo co-ordinates which are the things
that you measure, and you end up with your
final co-ordinates which are the things that you
are looking for, and you are short-cutting your
procedure.
It seemed strange that this method was not
considered yesterday at all. The method of ad-
justment which I have suggested myself does
simplify, I think, a little Church's method, but is
on the same lines and one would be most in-
terested to hear if anyone had any comments on
that method.
Mr G. H. Schur: I am rather surprised to
find that the Church method still has its ad-
vocates. This method has one very serious
drawback and that, I think, makes it impossible
to use it in practice. That is that in the case of
redundant observations one has to choose, make
a selection of the angles which one uses in set-
ting up the correction equations. The more
redundant observations one has the greater be-
comes the number of possibilities from which
one has to choose, and I think this makes the
method completely impractical.
Mr M. M. THOMPSON: We have been talking
here about mathematical approaches, theoretical
approaches, what to do with our data. Nothing
has been said here about the quality of the input.
In the Geological Survey we have a method,
Archives 5
theoretical approach, which works with fictitious
data, it may not be the best method in the world,
but it is a method which works. There are rather
elegant approaches, perhaps some more elegant
than ours, but our problem now is, how are we
going to obtain input data which are good
enough to be compatible with this elegant
mathematical treatment? It seems to me that we
need to look into methods either of eliminating
or at least controlling such factors as film
shrinkage, lens distortion and most of all, iden-
tification of control. This situation is not very
good, but it is not entirely hopeless. There are
some very encouraging signs, we can see some
of them at the technical exhibits. There are some
very fine new stereo-comparators, there are
point transfer devices which will help us with
our identification, and there are methods of
camera calibration. In the United States we are
very much interested in the new type of stable
film base known as Cronar, and I think that
these factors are equal in importance with the
mathematical approach to the problem. That is
the output data is not very likely to be better
than the input data, so I would just like to make
the point that this is something which those con-
sidering analytical aerial triangulation must con-
sider very seriously.
Mr G. C. TEWINKEL: Mr Thompson is very
close to our office, but I have been away a lot
during the past year so we have not been able
to compare notes too well. I would like to
answer part of his comment.
We have now a programme for compensation
for film shrinkage and this will be discussed, I
think, later, particularly at the conference at
Milan. It works quite well. We also have an
analytic solution for photogrammetry or aerial
triangulation, and a piecemeal type of solution
which is in the process of being programmed.
The relative orientation phase is already com-
pleted and with data where we have compensat-
ed for film shrinkage, lens distortion and at-
mospheric refraction in the relative orientation,
we have a residual y-parallax of only 3.8
microns. That sounds fantastic, but this is live
data, this is relative orientation not absolute.
Moreover, the bad observations were detectable
so that they could be removed, and when they
were removed the standard deviation was only
2.8 microns.
As to control, we realise now that it is
impossible to have positive identification of
control consistent with analytic work unless it is
pre-marked ahead of time. That seems to us the
only solution for the control problem.