Comparison 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

Author:

Featherstone W. E.1,Holmes S. A.2,Kirby J. F.3,Kuhn M.4

Affiliation:

1. Professor, Western Australian Centre for Geodesy, Curtin Univ. of Technology, G.P.O. Box U1987, Perth 6845, Australia (corresponding author).

2. Senior Physics Engineer, Raytheon ITSS, 1616 McCormick Drive, Upper Marlboro, MD 20774.

3. Lecturer, Western Australian Centre for Geodesy, Curtin Univ. of Technology, G.P.O. Box U1987, Perth 6845, Australia.

4. ARC Research Fellow, Western Australian Centre for Geodesy, Curtin Univ. of Technology, G.P.O. Box U1987, Perth 6845, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Civil and Structural Engineering

Reference35 articles.

1. Do we need a Gravimetric Geoid or a Model of the Australian Height Datum to Transform GPS Heights in Australia?

2. Software for computing five existing types of deterministically modified integration kernel for gravimetric geoid determination

3. Featherstone W. E. (2002). “Tests of two forms of Stokes’s integral using a synthetic gravity field based on spherical harmonics.” Geodesy—The challenge for the third millennium E. W. Grafarend F. W. Krumm and V. S. Schwarze eds. Springer Berlin 163–171.

4. The AUSGeoid98 geoid model of Australia: data treatment, computations and comparisons with GPS-levelling data

5. Evaluations of the precision of AUSGeoid98 versus AUSGeoid93 using GPS and Australian Height Datum data.;Featherstone W. E.;Geomatics Res. Australas.,2001

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