trilateration networks
Two algorithms for adjustment of trilateration networks on computers
On the accuracy of determining the direction angles in continuous trilateration networks
On the equalization of trilateration networks by the method of conditions
Study of errors accumulation laws in the points position in continuous trilateration networks
Formulation of a typical conditional equation in trilateration networks for an excessive directional angle
Regularities in the accumulation of errors in the direction angles in solid trilateration networks
In networks of trilateration from triangles, the accuracy of the direction angles of the connecting sides has been studied in detail [1, 2]. The accuracy of the directional angles of the intermediate sides was not considered.
Economic-Accuracy Analysis of the Effectiveness of Optimal Observation Programs in Triangulation and Trilateration Networks for Engineering Purposes
Analysis of the advantages and disadvantages of triangulation and trilateration methods has been done in many works [3-5, 8, 9]. These studies are mainly based on the analysis of networks of a typical design. And the programs of observations in such networks for both methods have the same geometric configuration. The obtained conclusions are valid for geodetic networks with a geometrically localized program of observations. In particular, it can be state geodetic networks, or networks created in heavily built-up areas.