1887
ASEG2007 - 19th Geophysical Conference
  • ISSN: 2202-0586
  • E-ISSN:

Abstract

Summary

Proper terrain correction in airborne and seaborne gravity gradiometry surveys requires detailed digital elevation models (DEMs). However, due to standard low-pass filter techniques applied during acquisition, the required resolution of the DEMs is altered in commercial surveys.

We quantify the ideal resolution for an example dataset with a new and practical method for performing terrain corrections based on Parker's 1972 Fourier domain calculation. In the same vein, we quantify the required spatial extents of DEMs for nominal cases. With these parameters quantified, we can optimize the terrain correction to improve efficiency in both gravity gradiometry forward modeling as well as terrain corrections.

In an ideal case, we find that the required spatial extent of the DEM is roughly nine times the greatest relief in the terrain outside the survey area. For the specific case, we find that 20 meter resolution is suitable.

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/content/journals/10.1071/ASEG2007ab193
2007-12-01
2026-01-15
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References

  1. Gupta, V. K., and Ramani, N., 1982, Optimum second vertical derivatives in geologic mapping and mineral exploration: Geophysics, 47, 1706-1715.
  2. Lane, R., 2004, Integrating ground and airborne data into regional gravity compilations: Airborne Gravity 2004 – Abstracts from the ASEG-PESA Airborne Gravity 2004 Workshop.
  3. Lee, J., 2006, Effects of low-pass filtering on inversion of airborne gravity gradient data: M. S. thesis, Colorado School of Mines.
  4. Parker, R. L., 1972, The rapid calculation of potential anomalies: Geophysical Journal of the Royal Astronomical Society, 31, 447-455.
  5. Parker, R. L., 1995, Improved Fourier terrain correction, Part I: Geophysics, 60, 1007-1017.
  6. Pawlowski, B., 1998, Gravity gradiometry in resource exploration: The Leading Edge, 17, 51-52.
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  • Article Type: Research Article
Keyword(s): gravity gradiometry; terrain correction
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