On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approach
The aim of this study is to analyze the best fitting geoid model for an arbitrary selected area of investigation. The Digital Finite Element Height Reference Surface (DFHRS) method, developed by Hochschule Karlsruhe has been chosen to define the height reference surface for the territory of Kosovo,...
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Vilnius Gediminas Technical University
2016-12-01
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doaj-de74f94f84264ea584b629e2c83d6e6f2021-07-02T11:47:46ZengVilnius Gediminas Technical UniversityGeodesy and Cartography2029-69912029-70092016-12-0142410.3846/20296991.2016.1268431On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approachPerparim Ameti0Reiner Jager1Faculty of Civil Engineering and Architecture, University of Prishtina, Fakulteti teknik pn, 10000 Prishtine, KosovoHochschule Karslruhe Technik und Wirtschaft Institut für Geomatik, Moltkestr. 30, 76133 Karlsruhe, Germany The aim of this study is to analyze the best fitting geoid model for an arbitrary selected area of investigation. The Digital Finite Element Height Reference Surface (DFHRS) method, developed by Hochschule Karlsruhe has been chosen to define the height reference surface for the territory of Kosovo, which should be defined as national vertical datum. This approach allows the conversion of ellipsoidal heights determined by GPS into the standard heights, which refer to the height reference surface (HRS) of an orthometric, or normal surface system. The DFHRS is defined as continues HRS in arbitrary large areas by bivariate polynomials over an irregular grid (Jager, Schneid 2001). The DFHRS approach uses wide range of the input data (Geometric and Physical) and in our case there were 30 GPS/leveling height data as well as physical derivatives from different global geopotential models. The proposed approach has been successfully applied and results are compared to actual normal heights and in selected profiles of digital elevation reference surface calculated from the national control network. Special attention has been given to the choice of the geopotential model and the selection of the pass points in source and target surface. https://journals.vgtu.lt/index.php/GAC/article/view/2413GPSGeoid Undulationgeopotential modelsleveling |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Perparim Ameti Reiner Jager |
spellingShingle |
Perparim Ameti Reiner Jager On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approach Geodesy and Cartography GPS Geoid Undulation geopotential models leveling |
author_facet |
Perparim Ameti Reiner Jager |
author_sort |
Perparim Ameti |
title |
On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approach |
title_short |
On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approach |
title_full |
On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approach |
title_fullStr |
On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approach |
title_full_unstemmed |
On the definition of height reference surfaces over an arbitrary selected area by means of DFHRS approach |
title_sort |
on the definition of height reference surfaces over an arbitrary selected area by means of dfhrs approach |
publisher |
Vilnius Gediminas Technical University |
series |
Geodesy and Cartography |
issn |
2029-6991 2029-7009 |
publishDate |
2016-12-01 |
description |
The aim of this study is to analyze the best fitting geoid model for an arbitrary selected area of investigation. The Digital Finite Element Height Reference Surface (DFHRS) method, developed by Hochschule Karlsruhe has been chosen to define the height reference surface for the territory of Kosovo, which should be defined as national vertical datum. This approach allows the conversion of ellipsoidal heights determined by GPS into the standard heights, which refer to the height reference surface (HRS) of an orthometric, or normal surface system. The DFHRS is defined as continues HRS in arbitrary large areas by bivariate polynomials over an irregular grid (Jager, Schneid 2001). The DFHRS approach uses wide range of the input data (Geometric and Physical) and in our case there were 30 GPS/leveling height data as well as physical derivatives from different global geopotential models. The proposed approach has been successfully applied and results are compared to actual normal heights and in selected profiles of digital elevation reference surface calculated from the national control network. Special attention has been given to the choice of the geopotential model and the selection of the pass points in source and target surface.
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topic |
GPS Geoid Undulation geopotential models leveling |
url |
https://journals.vgtu.lt/index.php/GAC/article/view/2413 |
work_keys_str_mv |
AT perparimameti onthedefinitionofheightreferencesurfacesoveranarbitraryselectedareabymeansofdfhrsapproach AT reinerjager onthedefinitionofheightreferencesurfacesoveranarbitraryselectedareabymeansofdfhrsapproach |
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1721330694582435840 |