Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?

A proposal is made to use a model of the Australian Height Datum (AHD) instead of the classical geoid to provide a more direct transformation of Global Positioning System (GPS) ellipsoidal heights to the AHD. This approach avoids post-survey adjustment of the GPS-AUSGEOID-derived heights in order t...

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Bibliographic Details
Main Author: Featherstone, Will
Format: Journal Article
Published: The Institution of Surveyors, Australia Inc. 1998
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/7339
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author Featherstone, Will
author_facet Featherstone, Will
author_sort Featherstone, Will
building Curtin Institutional Repository
collection Online Access
description A proposal is made to use a model of the Australian Height Datum (AHD) instead of the classical geoid to provide a more direct transformation of Global Positioning System (GPS) ellipsoidal heights to the AHD. This approach avoids post-survey adjustment of the GPS-AUSGEOID-derived heights in order to align them with existing AHD control. Alternatively, of course, the AHD could be redefined and readjusted such that it is more coincident with the classical geoid, thus allowing the use of a pure gravimetric geoid model in the height transformation. However, the cost and inconvenience associated with implementing a new national vertical datum in the near future render the proposed approach a more practical option in the interim.
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publishDate 1998
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spelling curtin-20.500.11937-73392017-01-30T10:59:08Z Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia? Featherstone, Will levelling GPS Australian Height Datum geoid vertical datum A proposal is made to use a model of the Australian Height Datum (AHD) instead of the classical geoid to provide a more direct transformation of Global Positioning System (GPS) ellipsoidal heights to the AHD. This approach avoids post-survey adjustment of the GPS-AUSGEOID-derived heights in order to align them with existing AHD control. Alternatively, of course, the AHD could be redefined and readjusted such that it is more coincident with the classical geoid, thus allowing the use of a pure gravimetric geoid model in the height transformation. However, the cost and inconvenience associated with implementing a new national vertical datum in the near future render the proposed approach a more practical option in the interim. 1998 Journal Article http://hdl.handle.net/20.500.11937/7339 The Institution of Surveyors, Australia Inc. fulltext
spellingShingle levelling
GPS
Australian Height Datum
geoid
vertical datum
Featherstone, Will
Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?
title Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?
title_full Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?
title_fullStr Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?
title_full_unstemmed Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?
title_short Do We Need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?
title_sort do we need a gravimetric geoid or a model of the australian height datum to transform gps heights in australia?
topic levelling
GPS
Australian Height Datum
geoid
vertical datum
url http://hdl.handle.net/20.500.11937/7339