Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705

The focus in this presentation is on principles for, and implementation of, long term management of geodetic reference frames under the circumstance of a deforming crust of the earth. Of special importance is the need from the users to have a reference frame where the coordinate values are stable in...

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Main Authors: Martin Lidberg, Martin Lidberg Sweden
Other Authors: The Pennsylvania State University CiteSeerX Archives
Format: Text
Language:English
Published: 2007
Subjects:
Online Access:http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.538.4791
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spelling ftciteseerx:oai:CiteSeerX.psu:10.1.1.538.4791 2023-05-15T16:13:02+02:00 Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705 Martin Lidberg Martin Lidberg Sweden The Pennsylvania State University CiteSeerX Archives 2007 application/pdf http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.538.4791 en eng http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.538.4791 Metadata may be used without restrictions as long as the oai identifier remains attached to it. https://www.fig.net/pub/fig2008/papers/ts02a/ts02a_04_lidberg_2890.pdf Geodetic Reference Frames in Presence of Crustal Deformations text 2007 ftciteseerx 2016-01-08T10:55:24Z The focus in this presentation is on principles for, and implementation of, long term management of geodetic reference frames under the circumstance of a deforming crust of the earth. Of special importance is the need from the users to have a reference frame where the coordinate values are stable in time. To achieve this, the deformations of the earths crust must be known. For northern Europe, these deformations are dominated by the Fennoscandian Glacial Isostatic Adjustment (GIA) process, where the maximum land uplift is at the 10 mm/yr level. A recent 3D velocity field derived from more than 4800 days (13 years) of data at more than 80 permanent GPS sites in northern Europe is first presented. The results agree with tide gauge observations and repeated levellings to the 0.5 mm/yr level. Then a geophysical GIA model has been tuned to best fit to the GPS-derived station velocities. The agreement between model and observations is at the sub-mm/yr level. For the purpose of eliminating or reducing the effects of crustal deformations in surveying applications, the GIA model has then been implemented in a transformation scheme, where new observations are translated backwards in time to the epoch of validity for the national reference frame. Text Fennoscandian Unknown Chalmers ENVELOPE(159.483,159.483,-79.333,-79.333)
institution Open Polar
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language English
topic Geodetic Reference Frames in Presence of Crustal Deformations
spellingShingle Geodetic Reference Frames in Presence of Crustal Deformations
Martin Lidberg
Martin Lidberg Sweden
Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705
topic_facet Geodetic Reference Frames in Presence of Crustal Deformations
description The focus in this presentation is on principles for, and implementation of, long term management of geodetic reference frames under the circumstance of a deforming crust of the earth. Of special importance is the need from the users to have a reference frame where the coordinate values are stable in time. To achieve this, the deformations of the earths crust must be known. For northern Europe, these deformations are dominated by the Fennoscandian Glacial Isostatic Adjustment (GIA) process, where the maximum land uplift is at the 10 mm/yr level. A recent 3D velocity field derived from more than 4800 days (13 years) of data at more than 80 permanent GPS sites in northern Europe is first presented. The results agree with tide gauge observations and repeated levellings to the 0.5 mm/yr level. Then a geophysical GIA model has been tuned to best fit to the GPS-derived station velocities. The agreement between model and observations is at the sub-mm/yr level. For the purpose of eliminating or reducing the effects of crustal deformations in surveying applications, the GIA model has then been implemented in a transformation scheme, where new observations are translated backwards in time to the epoch of validity for the national reference frame.
author2 The Pennsylvania State University CiteSeerX Archives
format Text
author Martin Lidberg
Martin Lidberg Sweden
author_facet Martin Lidberg
Martin Lidberg Sweden
author_sort Martin Lidberg
title Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705
title_short Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705
title_full Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705
title_fullStr Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705
title_full_unstemmed Geodetic reference frames in presence of crustal deformations, Doktorsavhandlingar vid Chalmers tekniska högskola Ny serie Nr 2705
title_sort geodetic reference frames in presence of crustal deformations, doktorsavhandlingar vid chalmers tekniska högskola ny serie nr 2705
publishDate 2007
url http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.538.4791
long_lat ENVELOPE(159.483,159.483,-79.333,-79.333)
geographic Chalmers
geographic_facet Chalmers
genre Fennoscandian
genre_facet Fennoscandian
op_source https://www.fig.net/pub/fig2008/papers/ts02a/ts02a_04_lidberg_2890.pdf
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