1887
Volume 12, Issue 3
  • ISSN: 0812-3985
  • E-ISSN: 1834-7533

Abstract

Abstract

Automated density profiling can be used to analyse real data errors, and to anticipate the effect of errors. The best possible density-profiling precision can also be predicted for any given topographic cross-section. Although the terrain correction is by-passed in the automatic process, it is useful to display this quantity, as its size is a function of steepness and height, and therefore an indicator of the likely effectiveness of density profiling.

Density profiling over ridges less than 50 m high is feasible provided there are no perturbations in the gravity field, and the cross-sectional shape is known accurately. A comprehensive density-profiling analysis is demonstrated for a 35 metre ridge.

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/content/journals/10.1071/EG981040
1981-09-01
2026-01-12
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References

  1. Anfiloff, W. (1976), ‘Automated density profiling over elongate topographic features’, BMR J. Aust. Geol. Geophys. 1, 57-61.
  2. Nettieton, L. L. (1939), ‘Determination of density for the reduction of gravimeter observations’. Geophysics 4, 176-83.
/content/journals/10.1071/EG981040
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  • Article Type: Research Article

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