geodetic networks
On the adjustment of increased geodetic networks by the method of necessary unknowns
Theory of the parametric equation of free geodetic networks
Equalization of free networks of special purpose for fast obtaining of coordinates of points is carried out by parametric method.
About the precalculation of the accuracy of building geodetic networks
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 [1], 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.
Optimization of measurement weights in the design of geodetic networks
In general, this problem can be represented as a solution of the problem of nonlinear programming (1-4)
Substantiation of limit number of stations in altitude network polygons for finding rough errors
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.
Technology of planning works and executive surveys using TPS
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.