Equalization of free networks of special purpose for fast obtaining of coordinates of points is carried out by parametric method.
The construction of geodetic construction nets is traditionally produced according to the deductive principle of the transition from the general to the particular. As noted in , each previous step should create a reliable control of the construction of the subsequent one and do not affect in a tangible way the accuracy of determining the points of the newly constructed grid.
In general, this problem can be represented as a solution of the problem of nonlinear programming (1-4)
The grounding task of identification the flagrant error limits of measurings is decided in height geodesic networks at their search by the analysis of misclosures in grounds. Certainly critical intervals of rough errors identification in a ground depending on the amount of the stations and measurement errors in it.
First obtained the formula for estimating the accuracy of stakeout points with the baseline easurement. Using their scientifically valid scope of the proposed method and the technique works.