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dc.contributor.authorW. E. Featherstone
dc.contributor.authorS. A. Holmes
dc.contributor.authorJ. F. Kirby
dc.contributor.authorM. Kuhn
dc.date.accessioned2017-05-08T21:01:40Z
dc.date.available2017-05-08T21:01:40Z
dc.date.copyrightFebruary 2004
dc.date.issued2004
dc.identifier.other%28asce%290733-9453%282004%29130%3A1%2840%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/35895
dc.description.abstractThe commonly adopted remove-compute-restore (RCR) technique for regional gravimetric geoid determination uses the maximum degree of a combined global geopotential model and regional gravity data via the spherical Stokes integral. The University of New Brunswick’s (UNB) technique involves the use of a deterministically modified integration kernel, a degree-20 satellite-only reference field, integration of high-frequency terrestrial gravity anomalies over a spherical cap of 6° radius about each computation point, and a separate computation of the truncation bias used Degrees 21–120 of a combined global geopotential model. Both approaches are tested over Australia and the resulting geoid models compared with a nationwide dataset of 1,013 Global Positioning System (GPS)-leveled points, and with the most recent Australian geoid model, AUSGeoid98. A subsequent experiment considers the commission errors in the reference field used by applying a Wiener-type filter based on the global degree- and error-degree variances of the EGM96 combined and EGM96S satellite-only global geopotential models. The theoretical basis of this adapted approach will be presented, together with comparisons of the resulting geoid solution with the 1,013 GPS-leveling data, UNB, RCR, and AUSGeoid98 solutions.
dc.publisherAmerican Society of Civil Engineers
dc.titleComparison of Remove-Compute-Restore and University of New Brunswick Techniques to Geoid Determination over Australia, and Inclusion of Wiener-Type Filters in Reference Field Contribution
dc.typeJournal Paper
dc.journal.volume130
dc.journal.issue1
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)0733-9453(2004)130:1(40)
dc.treeJournal of Surveying Engineering:;2004:;Volume ( 130 ):;issue: 001
dc.contenttypeFulltext


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