The modern spatial data coordinate basis (SDCB) is built taking into account the variety of existing and used today geodetic networks, models of physical fields of the Earth, cartographic models, as well as coordinate systems (СS). One of the requirements for SDCB from the standpoint of system analysis is the requirement of integrity, which presupposes the unity of the determination of coordinates, that is, the consistency of the results of determining the coordinates of the same points in different CSs. The article is devoted to the monitoring of the accuracy characteristics of the available software for coordinate transformations in terms of single-stage and multi-stage transitions between ellipsoidal coordinates of different systems
uses the geocentric coordinates as the world coordinates. However, SIMNET and most of the existing s...
The precise point positioning (PPP) method is a relatively young method of GNSS observations process...
A complete datum transformation between two geodetic coordinate systems requires seven parameters: t...
The modern spatial data coordinate basis (SDCB) is built taking into account the variety of existing...
Spatial professionals are required to deal with an increasingly wide range of positioning informatio...
There are many users of spatial information, and quite large interest about the nature and genesi...
In the graduation thesis we will determine the relation between the new and old national coordinate ...
In this paper an analysis of the models for determination of coordinate transformation parameters fo...
The use of satellite positioning techniques commonly requires a transformation from a Conventional T...
Accuracy of 3D geodetic coordinates transformed from one coordinate system to another is analysed. V...
The accuracy of the coordinates computed by transformation from one system to another is analysed. V...
The newly drafted Military Standard on Distributed Interactive Simulation (DIS) uses the geocentric ...
In article deals with the transformation of coordinates of points, koordinition using geodetic satel...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Advent of High Resolution Satellite Data (HRSD) with development of high spatial resolution sensors ...
uses the geocentric coordinates as the world coordinates. However, SIMNET and most of the existing s...
The precise point positioning (PPP) method is a relatively young method of GNSS observations process...
A complete datum transformation between two geodetic coordinate systems requires seven parameters: t...
The modern spatial data coordinate basis (SDCB) is built taking into account the variety of existing...
Spatial professionals are required to deal with an increasingly wide range of positioning informatio...
There are many users of spatial information, and quite large interest about the nature and genesi...
In the graduation thesis we will determine the relation between the new and old national coordinate ...
In this paper an analysis of the models for determination of coordinate transformation parameters fo...
The use of satellite positioning techniques commonly requires a transformation from a Conventional T...
Accuracy of 3D geodetic coordinates transformed from one coordinate system to another is analysed. V...
The accuracy of the coordinates computed by transformation from one system to another is analysed. V...
The newly drafted Military Standard on Distributed Interactive Simulation (DIS) uses the geocentric ...
In article deals with the transformation of coordinates of points, koordinition using geodetic satel...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Advent of High Resolution Satellite Data (HRSD) with development of high spatial resolution sensors ...
uses the geocentric coordinates as the world coordinates. However, SIMNET and most of the existing s...
The precise point positioning (PPP) method is a relatively young method of GNSS observations process...
A complete datum transformation between two geodetic coordinate systems requires seven parameters: t...