The paper explains the ways of modelling a distortion as a phenomenon caused by different amount and orientation of the residuals-coordinate corrections between initial and target coordinate system at different locations and using the lattice grid models. In order to show more clearly the topographic terrain modelling, the application of triangular meshes i.e. TIN models is explained. The paper describes the collocation by least squares method that takes into account the impact of the distortions of neighbouring points in the observation point depending on the distance from the observation point. To model the final distortion computed by least squares collocation as smoothly as possible, the input values of distortion (positional and/or alt...
For a variety of reasons it is often necessary to convert data which have been collected within a se...
Today, GPS is the most popular surveying technique used in determination of geodetic networks. Using...
Brazil follows the tendency of some countries to update and/or review their fundamental geodetic net...
The paper explains the ways of modelling a distortion as a phenomenon caused by different amount and...
For the purpose of coordinate transformation between two different horizontal geodetic data, the inh...
The paper refers to the transformation of coordinates from a rectangular coordinate system into anot...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Correction and adjustment of observed angles and sides in geodetic networks are necessary for the pu...
This paper gives a linearised adjustment model for the affine, similarity and congruence transformat...
The paper describes the optimal model for coordinate transformation between ETRS89 and old national ...
Abstract A new approach to determine a multi-point deformation of the earth’s surface or objects upo...
The approach to analysing the measurement results of a levelling network which was established to id...
A method is presented for systematic and geodetic correction data calculation. It is based on presen...
Geomatics instruments have algorithms which derive two-dimensional and three-dimensional coordinates...
Models used in geodesy to transform two sets of coordinates are studied and distortions in geodetic ...
For a variety of reasons it is often necessary to convert data which have been collected within a se...
Today, GPS is the most popular surveying technique used in determination of geodetic networks. Using...
Brazil follows the tendency of some countries to update and/or review their fundamental geodetic net...
The paper explains the ways of modelling a distortion as a phenomenon caused by different amount and...
For the purpose of coordinate transformation between two different horizontal geodetic data, the inh...
The paper refers to the transformation of coordinates from a rectangular coordinate system into anot...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Correction and adjustment of observed angles and sides in geodetic networks are necessary for the pu...
This paper gives a linearised adjustment model for the affine, similarity and congruence transformat...
The paper describes the optimal model for coordinate transformation between ETRS89 and old national ...
Abstract A new approach to determine a multi-point deformation of the earth’s surface or objects upo...
The approach to analysing the measurement results of a levelling network which was established to id...
A method is presented for systematic and geodetic correction data calculation. It is based on presen...
Geomatics instruments have algorithms which derive two-dimensional and three-dimensional coordinates...
Models used in geodesy to transform two sets of coordinates are studied and distortions in geodetic ...
For a variety of reasons it is often necessary to convert data which have been collected within a se...
Today, GPS is the most popular surveying technique used in determination of geodetic networks. Using...
Brazil follows the tendency of some countries to update and/or review their fundamental geodetic net...