Transfer of vertical geodetic control using only one GPS receiver: a case study.

Normally, the precise transfer of vertical geodetic control by GPS requires two receivers operating simultaneously in carrier-phase mode. This paper describes the transfer of vertical control into areas that have sparse existing geodetic control using only a single GPS receiver. The GPS data were p...

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Bibliographic Details
Main Authors: Featherstone, Will, Dent, V.
Format: Journal Article
Published: The Institution of Surveyors, Australia Inc. 2002
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/46214
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author Featherstone, Will
Dent, V.
author_facet Featherstone, Will
Dent, V.
author_sort Featherstone, Will
building Curtin Institutional Repository
collection Online Access
description Normally, the precise transfer of vertical geodetic control by GPS requires two receivers operating simultaneously in carrier-phase mode. This paper describes the transfer of vertical control into areas that have sparse existing geodetic control using only a single GPS receiver. The GPS data were processed using the Australian Surveying and Land Information Group's (AUSLIG's) AUSPOS on-line GPS processing facility (www.auslig.gov.au/geodesy/sgc/ wwwgps/wwwgps.htm). These GPS-estimated ellipsoidal heights were transformed to the Australian Height Datum (AHD) using AUSGeoid98. In the case study area of Western Australia, a small bias had to be applied to account for the absolute difference between AUSGeoid98 and the AHD before the detailed spirit-levelling traverses, tied to these single-GPS-derived heights, were integrated with a digital elevation model.
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publishDate 2002
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spelling curtin-20.500.11937-462142017-01-30T15:25:46Z Transfer of vertical geodetic control using only one GPS receiver: a case study. Featherstone, Will Dent, V. height Surveying PPP GPS geodesy geoid Normally, the precise transfer of vertical geodetic control by GPS requires two receivers operating simultaneously in carrier-phase mode. This paper describes the transfer of vertical control into areas that have sparse existing geodetic control using only a single GPS receiver. The GPS data were processed using the Australian Surveying and Land Information Group's (AUSLIG's) AUSPOS on-line GPS processing facility (www.auslig.gov.au/geodesy/sgc/ wwwgps/wwwgps.htm). These GPS-estimated ellipsoidal heights were transformed to the Australian Height Datum (AHD) using AUSGeoid98. In the case study area of Western Australia, a small bias had to be applied to account for the absolute difference between AUSGeoid98 and the AHD before the detailed spirit-levelling traverses, tied to these single-GPS-derived heights, were integrated with a digital elevation model. 2002 Journal Article http://hdl.handle.net/20.500.11937/46214 The Institution of Surveyors, Australia Inc. fulltext
spellingShingle height
Surveying
PPP
GPS
geodesy
geoid
Featherstone, Will
Dent, V.
Transfer of vertical geodetic control using only one GPS receiver: a case study.
title Transfer of vertical geodetic control using only one GPS receiver: a case study.
title_full Transfer of vertical geodetic control using only one GPS receiver: a case study.
title_fullStr Transfer of vertical geodetic control using only one GPS receiver: a case study.
title_full_unstemmed Transfer of vertical geodetic control using only one GPS receiver: a case study.
title_short Transfer of vertical geodetic control using only one GPS receiver: a case study.
title_sort transfer of vertical geodetic control using only one gps receiver: a case study.
topic height
Surveying
PPP
GPS
geodesy
geoid
url http://hdl.handle.net/20.500.11937/46214