2006
DOI: 10.1007/s11200-006-0010-3
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Improved determination of heights using a conversion surface by combining gravimetric quasi-geoid/geoid and GPS-levelling height differences

Abstract: The quasi-geoid/geoid can be determined from the Global Positioning System (GPS) ellipsoidal height and the normal/orthometric heights derived from levelling (GPS-levelling). In this study a gravimetric quasigeoid and GPS-levelling height differences are combined to develop a new surface, suitable for "levelling" by GPS. This new surface provides better conversion of GPS ellipsoidal heights to the national normal heights. Different combining procedures, a four-parameter solution, linear and cubic splines inter… Show more

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Cited by 21 publications
(9 citation statements)
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“…where (z, y) is the SRBF, N i and 尾 i,k are the number and unknown coefficient of the SRBF at level i, respectively, and y i,n is the position of the SRBF at this level. The reference GGM and RTM corrections are removed from the original data to decrease the signal correlation length and smooth the data (Omang and Forsberg, 2000). Then, only the residual disturbing potential T res (z) is parameterized by the SRBF using the MRR approach.…”
Section: Multilayer Approachmentioning
confidence: 99%
“…where (z, y) is the SRBF, N i and 尾 i,k are the number and unknown coefficient of the SRBF at level i, respectively, and y i,n is the position of the SRBF at this level. The reference GGM and RTM corrections are removed from the original data to decrease the signal correlation length and smooth the data (Omang and Forsberg, 2000). Then, only the residual disturbing potential T res (z) is parameterized by the SRBF using the MRR approach.…”
Section: Multilayer Approachmentioning
confidence: 99%
“…Originally, corrector surfaces were used to facilitate the transformation of ellipsoidal heights into levelling-based heights (e.g. Featherstone 1998;Grebenitcharsky et al 2005;Nahavandchi and Soltanpour 2006). However, they are also being used as a simple tool to obtain improved quasi-geoid models from a combination of gravity anomalies and GNSS-levelling data (e.g.…”
Section: Comparison With the Corrector-surface Approachmentioning
confidence: 99%
“…Typically given in the form of a spherical harmonic series (SHS) expansion for the external gravitational potential [10], [25], these models provide valuable tools for several geodetic and surveying applications. From a geodetic positioning perspective, for example, modern geopotential models play a key role for the unification of national height systems and the support of vertical datum modernization efforts based on precise GPS positioning [1], [4], [6], [21], [22], [30]. In view of the recent progress and upcoming improvements in gravity field mapping (e.g.…”
Section: Introductionmentioning
confidence: 99%
“…), they often can lead to a reliable assessment of the GGM accuracy level over different areas. Furthermore, the statistical agreement between absolute and/or relative GPS-based and GGM-based geoid undulations, as well as the spatial pattern of their differences, provide useful information for the performance of GGM/GPS-aided levelling and the feasibility of fitting auxiliary parametric models to improve the consistency among ellipsoidal heights, local orthometric heights and GGM geoid undulations within specific geographical regions [3], [4], [ 6], [13], [21].…”
Section: Introductionmentioning
confidence: 99%