Models used in geodesy to transform two sets of coordinates are studied and distortions in geodetic networks are investigated. Commonly used transformation models are first reviewed and most of them are interpreted. Differences between various models are discussed. Pitfalls in partial solutions are then considered. It is shown that only as many chords and/or directional elements can be used in the computation as are needed to completely determine the size or shape of the polyhedron implied in the set of Cartesian coordinates. Each additional element causes the normal matrix to be singular provided that all correlations between the chords are used. A number of tables and maps indicating distortions in the NAD 27, Precise Traverse M-R '72, AU...
WOS: 000272223800008Today, GPS is the most popular surveying technique used in determination of geod...
Brazil follows the tendency of some countries to update and/or review their fundamental geodetic net...
Generally, gross errors exist in observations, and they affect the accuracy of results. We review me...
In the integration of geodetic networks with different geodetic coordinate systems, the similarity t...
3D similarity transformations are often used for datum transformation in Geomatic Engineering. The ...
The theoretical and practical background of the similarity transformation together with the simultan...
The adjustment problem of the so-called combined (hybrid, integrated) network created with GNSS vect...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Today, GPS is the most popular surveying technique used in determination of geodetic networks. Using...
Bibliography: pages 173-178.Classical terrestrial (horizontal and vertical) networks and Doppler sat...
The present study focuses to the implementation of an alternative methodology for the assessment of ...
The paper presents empirical methodology of reducing various kinds of observations in geodetic netwo...
The use of satellite positioning techniques commonly requires a transformation from a Conventional T...
The Brazilian Geodetic Network started to be established in the early 40's, employing classical surv...
The present article deals with three-variant processing and finding estimates of unknown parameters ...
WOS: 000272223800008Today, GPS is the most popular surveying technique used in determination of geod...
Brazil follows the tendency of some countries to update and/or review their fundamental geodetic net...
Generally, gross errors exist in observations, and they affect the accuracy of results. We review me...
In the integration of geodetic networks with different geodetic coordinate systems, the similarity t...
3D similarity transformations are often used for datum transformation in Geomatic Engineering. The ...
The theoretical and practical background of the similarity transformation together with the simultan...
The adjustment problem of the so-called combined (hybrid, integrated) network created with GNSS vect...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Today, GPS is the most popular surveying technique used in determination of geodetic networks. Using...
Bibliography: pages 173-178.Classical terrestrial (horizontal and vertical) networks and Doppler sat...
The present study focuses to the implementation of an alternative methodology for the assessment of ...
The paper presents empirical methodology of reducing various kinds of observations in geodetic netwo...
The use of satellite positioning techniques commonly requires a transformation from a Conventional T...
The Brazilian Geodetic Network started to be established in the early 40's, employing classical surv...
The present article deals with three-variant processing and finding estimates of unknown parameters ...
WOS: 000272223800008Today, GPS is the most popular surveying technique used in determination of geod...
Brazil follows the tendency of some countries to update and/or review their fundamental geodetic net...
Generally, gross errors exist in observations, and they affect the accuracy of results. We review me...