This work deals with the issue of geodetic network structures, i.e.
methods of verifying the condition of existing geodetic controls in
terms of their compatibility and thereby their applicability. The
presented work addresses these problems only for geodetic controls
on a local scale. This is a common surveying issue in a number of
countries, especially where there are concerns about the quality of
the structure and homogeneity of national spatial and triangulation
networks. There is a need for verification, not only for the use of
terrestrial methods of determination of points but also for other
surveying technology, since all technology operates with a certain
threshold accuracy and using physical marks located on an unstable
earth surface as survey control points. Issues of the compatibility
of points whose coordinates are defined as functions of time by
specific equations with respect to basal positions of points at
certain epochs (points in systems ITRS, ETRS and others) are not
considered.
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