We discuss the interconnection of vertical networks using GPS and gravimetric geoid models, and give some examples how this can be done in practice. We also discuss several error sources of GPS-based methods which degrade the accuracy of height determination. GPS can be used for interpolation of heights, and some medium/low precision spirit levelling may be replaced by GPS. It can also be utilised in maintaining country-wide levelling networks or connecting national levellings. However, many ordinary spirit levelling errors cannot be con-trolled by GPS and it will not replace precise levelling over relatively short distances
We may get coordinates over WGS84, for a set of points in a geodetic net, by using GPS receivers. Bu...
Corrector surfaces have been used to model the differences between the geoid and the mean sea level ...
From 2001 to 2008, the National Geographic Institute of Spain (IGN) carried out the REDNAP project t...
Abstract. A detailed treatment of adjustment problems in combined global positioning system (GPS)/le...
Applications in geodesy and engineering surveying require the determination of the heights of the ve...
The background to the recent computation of a new vertical datum model for the British Isles (OSGM02...
Global Positioning Sytem, GPS, has been used extensively in most of Engineering applications. This s...
The quasi-geoid/geoid can be determined from the Global Positioning System (GPS) ellipsoidal height ...
Global Positioning System (GPS) technology was introduced in Malaysia in early 90s has changed the s...
The main objective of this research is to present a detailed analysis of the optimal combination of ...
It is well known that traditional spirit levelling, as a method for precise vertical positioning, su...
Consistency is an important characteristic in height systems which the mean sea level (msl) surface ...
Numerical investigations into the effects of data accuracy and datum inconsistencies on relative GPS...
Abstract. The method of GPS-levelling for obtaining orthometric heights is not a new concept. In fac...
The lack of an effective accuracy assessment method of geoid is a key problem in the modernization o...
We may get coordinates over WGS84, for a set of points in a geodetic net, by using GPS receivers. Bu...
Corrector surfaces have been used to model the differences between the geoid and the mean sea level ...
From 2001 to 2008, the National Geographic Institute of Spain (IGN) carried out the REDNAP project t...
Abstract. A detailed treatment of adjustment problems in combined global positioning system (GPS)/le...
Applications in geodesy and engineering surveying require the determination of the heights of the ve...
The background to the recent computation of a new vertical datum model for the British Isles (OSGM02...
Global Positioning Sytem, GPS, has been used extensively in most of Engineering applications. This s...
The quasi-geoid/geoid can be determined from the Global Positioning System (GPS) ellipsoidal height ...
Global Positioning System (GPS) technology was introduced in Malaysia in early 90s has changed the s...
The main objective of this research is to present a detailed analysis of the optimal combination of ...
It is well known that traditional spirit levelling, as a method for precise vertical positioning, su...
Consistency is an important characteristic in height systems which the mean sea level (msl) surface ...
Numerical investigations into the effects of data accuracy and datum inconsistencies on relative GPS...
Abstract. The method of GPS-levelling for obtaining orthometric heights is not a new concept. In fac...
The lack of an effective accuracy assessment method of geoid is a key problem in the modernization o...
We may get coordinates over WGS84, for a set of points in a geodetic net, by using GPS receivers. Bu...
Corrector surfaces have been used to model the differences between the geoid and the mean sea level ...
From 2001 to 2008, the National Geographic Institute of Spain (IGN) carried out the REDNAP project t...