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nents,
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required with such an approach. Furthermore, the approach does not pre-
clude any filtering or smoothing of the auxiliary data that could be
carried out before or after a preliminary block adjustment.
1. OVERVIEW OF THE SPACE-M FORMULATION
The mathematical formulation used in the computer program SPACE-M is.based
on the spatial similarity relationship between a stereoscopic model and its
terrestrial image as estimated by the method of least squares. The impli-
cit assumptions in this approach are that compatible coordinate reference
systems are used and that all known systematic errors have been corrected
for in the observational information.
For the photogrammetric system, it is customary to use a right-handed
Cartesian coordinate system (x,y,z) with x-axis along the base (or
parallel to it) and the z-axis positive upward. For the terrestrial system,
it is customary in topographical mapping applications to use the Universal
Transverse Mercator (UTM) or any similar projection for (X,Y) and heights
above Mean Sea Level (MSL) for Z. The reasons for choosing such coordinate
systems are discussed in [Blais, 1977 and 1979].
Considering the linearized spatial similarity relating the photogrammetric
measurements (x,y,z) to their terrestrial images (X,Y,Z), one has the
transformation equations
x = ax +by < cz + ©
Y = ay - bx - dz + f
Z = az + ex + dy + =
in terms of the seven unknown parameters a, b, c, d, e, f and g per stereo-
model. In a SPACE-M adjustment, these seven unknown parameters per stereo-
model are estimated simultaneously and directly using all the relevant
observational information and statistical weights using the method of least
squares. The perspective centres are treated in exactly the same manner as
any other photogrammetric points in the stereomodels.
The rigorous similarity transformation of the photogrammetric stereomodel
measurements (x,y,z) using the corresponding estimated parameters a, b, c,
d, e, f and g per stereomodel is carried out in the following manner:
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