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Implementation of a Dynamic Geodetic Datum in Papua New Guinea: A case study

dc.contributor.authorStanaway, Richard Franken_US
dc.date.accessioned2004-07-01en_US
dc.date.accessioned2004-09-28T05:06:18Zen_US
dc.date.accessioned2011-01-05T08:37:51Z
dc.date.available2004-09-28T05:06:18Zen_US
dc.date.available2011-01-05T08:37:51Z
dc.date.issued2004
dc.description.abstractNational geodetic datums that span tectonic plate boundaries and deforming zones are subject to distortion increasing in magnitude with time. Relative velocities between adjoining rigid plates and zones of anelastic deformation are often highly linear, however distortion near plate margins and deforming zones is often non-linear as a result of co-seismic and post-seismic displacement. Different realisations of the International Terrestrial Reference Frame (ITRF) have provided geophysicists with a dynamic geodetic reference frame. However, few countries in tectonically complex areas have established workable national geodetic datums which include dynamic elements to allow for the temporal displacement of the datum. Papua New Guinea, located between the Australian and Pacific Plates and including several smaller microplates, is an ideal case study to demonstrate the application of the algorithm for dynamic datum computations. Motion of datum monuments with respect to ITRF can exceed 1 metre every decade. Localised deformation can result in baseline changes of up to 10 parts per million (ppm) per year, exceeding many cadastral and engineering tolerances. Inappropriate use of positioning technology can lead to inconsistent local distortions and realisations of a national datum, if the reference datum monuments and relative positions are dynamic with respect to each other. In the long-term this discrepancy will have an adverse effect on the spatial infrastructure where relative precision is an important consideration. A strategy is presented whereby national geodetic datums and survey networks in tectonically active regions can include a geodetic velocity field, strain dislocation model and other non-secular offset data in order to maintain the integrity of the datum. A least-squares adjustment algorithm, including dynamic elements, is described and tested. This adjustment reduces geodetic measurements made in dynamic local networks to a reference epoch and resultsen_US
dc.format.extent2240356 bytesen_US
dc.format.extent357 bytesen_US
dc.format.mimetypeapplication/pdfen_US
dc.format.mimetypeapplication/octet-streamen_US
dc.identifier.otherb25316989
dc.identifier.urihttp://hdl.handle.net/1885/42082
dc.language.isoen_AUen_US
dc.subjectGeodesyen_US
dc.subjectgeodeticdatumsen_US
dc.subjectgeodynamicsen_US
dc.titleImplementation of a Dynamic Geodetic Datum in Papua New Guinea: A case studyen_US
dc.typeThesis (MPhil)en_US
local.contributor.affiliationResearch School of Earth Sciencesen_US
local.contributor.affiliationANUen_US
local.description.refereednoen_US
local.identifier.citationyear2004en_US
local.identifier.doi10.25911/5d7a290952886
local.identifier.eprintid2640en_US
local.mintdoimint
local.rights.ispublishednoen_US

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