Cited by 49Geophysics and Gravity MeasurementsGNSS positioning and interferenceGeodetic Measurements and Engineering Structures

Towards a vertical datum standardisation under the umbrella of Global Geodetic Observing System

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Sánchez, L.·2012·Journal of Geodetic Science

Abstract

Most of the existing height systems refer to local sea surface levels, are stationary (do not consider variations in time), and realise different physical height types (orthometric, normal, normal-orthometric, etc.). In general, their accuracy is about two orders of magnitude less than that of the realisation of geometric reference systems (sub millimetre level). The Global Geodetic Observing System (GGOS) of the International Association of Geodesy (IAG), taking care of providing a precise geodetic infrastructure for monitoring the system Earth, promotes the standardisation of height systems worldwide. The main objectives are: (1) to provide a reliable frame for consistent analysis and modelling of global phenomena and processes affecting the Earth’s gravity field and the Earth’s surface geometry; and (2) to support the precise combination of physical and geometric heights in order to exploit at a maximum the advantages of satellite geodesy (e.g. combination of satellite positioning and gravity field models for worldwide unified precise height determination). According to this, the GGOS Theme 1 ”Unified Height System” was established in February 2010 with the purpose to bring together existing initiatives and to address the activities to be faced. Starting point are the results delivered by the IAG Inter-Commission Project 1.2 ”Vertical Reference Frames” during the period 2003-2011. The present actions related to the vertical datum homogenisation are being coordinated by the working group ”Vertical Datum Standardisation”, which directly depends on the GGOS Theme 1 and is supported by the IAG Commissions 1 (Reference Frames) and 2 (Gravity Field), as well as by the International Gravity Field Service (IGFS). This paper discusses some aspects to take into consideration for the realisation of a standardised globally unified vertical reference system.

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Crossref · 10.2478/v10156-012-0002-x

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  • There are several methods to realize the geoid as closest to the mean sea level so that there is yet no adopted standard to define a reference geoid and W_geoid value.

    “In addition, there are several methods to realize the geoid as 'closest to the mean sea level' so that there is yet no adopted standard to define a reference geoid and W geoid value (see e.g. a discussion in [125]).”

    From Chronometric Geodesy: Methods and Applications (2019) · cites this paper as [125]

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Authors
Sánchez, L.
Affiliations
1Deutsches Geodätisches Forschungsinstitut (DGFI), Munich, Germany
Venue
Journal of Geodetic Science
Published
2012-12-01
Volume
2
Issue
4
Pages
325-342
ISSN
  • 2081-9919 (ISSN-L)
  • 2081-9943
OpenAlex
W1982390331
Cited by
49
References
0
Citations by year
2026: 1 · 2025: 1 · 2024: 4 · 2023: 1 · 2022: 3 · 2021: 4 · 2020: 5 · 2019: 5 · 2018: 3 · 2017: 7 · 2016: 4 · 2015: 8 · 2014: 2 · 2013: 1
FWCI
2.60
Type
journal article
Language
en
Open access
Licence
cc-by
Locations
  • Journal of Geodetic Science (publishedVersion, cc-by)
  • DOAJ (DOAJ: Directory of Open Access Journals) (submittedVersion, cc-by-sa)
Topics
  • Physical Sciences › Earth and Planetary Sciences › Oceanography › Geophysics and Gravity Measurements
  • Physical Sciences › Engineering › Aerospace Engineering › GNSS positioning and interference
  • Physical Sciences › Engineering › Civil and Structural Engineering › Geodetic Measurements and Engineering Structures
Keywords
vertical reference frame, Global Geodetic Observing System, orthometric height, normal height, satellite geodesy, gravity field models

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