Software development and its description for Geoid determination based on Spherical-Cap-Harmonics Modelling using digital-zenith camera and gravimetric measurements hybrid data

3rd International Conference on Innovative Materials, Structures and Technologies

Morozova, K.^1,2 ; Jaeger, R.^3 ; Balodis, J.^2 ; Kaminskis, J.^1

Riga Technical University, Faculty of Building and Civil Engineering, Kipsalas street 6A, Riga

LV-1048, Latvia^1

University of Latvia, Institute of Geodesy and Geoinformatics, Boulevard of Rainis 19, Riga

LV-1586, Latvia^2

Hochschule Karlsruhe-University of Applied Sciences, Institute of Applied Research, Moltkestrasse 30, Karlsruhe

76133, Germany^3

关键词: Design and Development;    Field measurement;    Geo-informatics;    Geodetic networks;    Gravimetric measurements;    Parametric modelling;    Polynomial surface;    Vertical deflections;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/251/1/012065/pdf
DOI  :  10.1088/1757-899X/251/1/012065

来源: IOP

【 摘 要 】

Over several years the Institute of Geodesy and Geoinformatics (GGI) was engaged in the design and development of a digital zenith camera. At the moment the camera developments are finished and tests by field measurements are done. In order to check these data and to use them for geoid model determination DFHRS (Digital Finite element Height reference surface (HRS)) v4.3. software is used. It is based on parametric modelling of the HRS as a continous polynomial surface. The HRS, providing the local Geoid height N, is a necessary geodetic infrastructure for a GNSS-based determination of physcial heights H from ellipsoidal GNSS heights h, by H=h-N. The research and this publication is dealing with the inclusion of the data of observed vertical deflections from digital zenith camera into the mathematical model of the DFHRS approach and software v4.3. A first target was to test out and validate the mathematical model and software, using additionally real data of the above mentioned zenith camera observations of deflections of the vertical. A second concern of the research was to analyze the results and the improvement of the Latvian quasi-geoid computation compared to the previous version HRS computed without zenith camera based deflections of the vertical. The further development of the mathematical model and software concerns the use of spherical-cap-harmonics as the designed carrier function for the DFHRS v.5. It enables-in the sense of the strict integrated geodesy approach, holding also for geodetic network adjustment-both a full gravity field and a geoid and quasi-geoid determination. In addition, it allows the inclusion of gravimetric measurements, together with deflections of the vertical from digital-zenith cameras, and all other types of observations. The theoretical description of the updated version of DFHRS software and methods are discussed in this publication.