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  3. Volume 60, 2000
  4. Dependence of the errors of determining the parameters of horizontal deformations of the earth's surface from the network configuration

Dependence of the errors of determining the parameters of horizontal deformations of the earth's surface from the network configuration

ISTCGCAP.
2000;
Volume 60, Number 60
: 20-23
Authors:
  1. R. T. Demus
1
Lviv Polytechnic National University

In this article the nature of the value of change of the dilatation mistakes which depends on the configuration of the geodetic network was defined using a model. The conclusion was made that when building a plain geodetic network on the geodynamic grounds the angles in the triangles should be less than 90°.

1. Dmitrochenkov V.N., Zlotin V.V., Ostach O.M. Geodezicheskie metody izuchenija deformacij zemnoj kory na geodinamicheskih poligonah. M., 1985. 
2. Esikov N.P. Tektonofizicheskie aspekty analiza sovremennyh dvizhenij zemnoj poverhnosti.
Novosibirsk, 1979.
3. Demus.R.T. Tochnist vyznachennia parametriv deformatsii na heodynamichnykh polihonakh // Nauk.-tekhn. symp. "Heomonitorynh-99”, 13-16 lystopada 1999r., Morshyn. Lviv. S. 131-136.