Abstract
Gravity gradiometry on a moving platform, whether ground or airborne, has the potential to offer an efficient and accurate determination of the deflection of the vertical by simple line integration. A significant error in this process is a trend error that results from the integration of systematic gradient errors. Using an airborne full-tensor gradiometry data set of regularly spaced and intersecting tracks over a 10 km square region and the USDOV2012 vertical deflection model to calibrate these long wavelength errors, it is shown that the gradient-derived deflections agree with the USDOV2012 model at the level of 0.6–0.9 arcsec. Moreover, it is shown by graphical inspection that these differences represent high-frequency signal rather than error. Another data processing technique is examined using only (simulated) single-gradiometer instrument data, i.e., the local differential curvature components, \((\varGamma _{{ yy}} - \varGamma _{{ xx}})/2\) and \(\varGamma _{{ xy}}\), of the gravity field. While in theory these data can yield deflection components using two parallel data tracks, the results in the tested case are unsatisfactory due to implicit additional cross-track integration errors that accumulate systematically. The analysis thus demonstrates the importance of using the individual horizontal gradient components, \(\varGamma _{{ xx}}\), \(\varGamma _{{ yy}}\), to derive the deflection of the vertical.
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References
Arabelos D, Tziavos IM (1992) Gravity field approximation using airborne gravity gradiometer data. J Geophys Res 97(B5):7097–7108
Badekas J, Mueller II (1968) Interpolation of the vertical deflection from horizontal gravity gradients. J Geophys Res 73(22):6869–6878
Bell Geospace (2004) Final report of acquisition and processing on Air-FTG survey in Parkfield earthquake experiment area. Technical Report, Rice University, Houston, Texas
Heiland CA (1940) Geophysical exploration. Prentice-Hall Inc, New York
Heiskanen WA, Moritz H (1967) Physical geodesy. W.H. Freeman and Co., San Francisco
Heller WG, MacNichol KB (1983) Multisensor approaches for determining deflections of the vertical. Report no.ETL-0314, US Army Corps of Engineers, Engineer Topographic Laboratories, Fort Belvoir, Virginia, ADA128412
Herring TA (1978) A method for determining the deflections of vertical from horizontal gravity gradients. Unisurv G 28:26-46, School of Surveying, University of New South Whales
Herring TA (1979) The accuracy of deflections of the vertical determined from horizontal gravity gradients. Aust J Geod Photogram Surv 30:41–62
Hirt C, Bürki B (2002) The Digital Zenith Camera—a new high-precision and economic astrogeodetic observation system for real-time measurement of deflections of the vertical. In: Tziavos I (ed) Proceedings of the 3rd meeting of the international gravity and geoid commission of the international association of geodesy, Thessaloniki, pp 161–166
Hofmann-Wellenhof B, Moritz H (2005) Physical geodesy. Springer, Berlin
Jekeli C (1988) The gravity gradiometer survey system. EOS Trans Am Geophys Union 69(8):105, 116–117
Jekeli C (1993) A review of gravity gradiometer survey system data analysis. Geophysics 58(4):508–514
Jekeli C (1999) An analysis of vertical deflections derived from high-degree spherical harmonic models. J Geod 73:10–22
Jekeli C (2006) Precision free-inertial navigation with gravity compensation by an on-board gradiometer. J Guid Control Dyn 29(3):704–713
Jekeli C, Kwon JH (1999) Results of airborne vector (3-D) gravimetry. Geophys Res Lett 26(23):3533–3536
Mayer-Gürr T et al (2012) The new combined satellite only model GOCO03s. Presented at the International Symposium on Gravity, Geoid and Height Systems, Venice, 9–12 October 2012
Pick M, Picha J, Vyskocil V (1973) Theory of the Earth’s gravity field. Elsevier, Amsterdam
Rose RC, Nash RA (1972) Direct recovery of deflections of the vertical using an inertial navigator. IEEE Trans Geosci Electron GE 10(2):85–92
Sandwell DT, Smith WHF (1997) Marine gravity anomaly from Geosat and ERS 1 satellite altimetry. J Geophys Res 102(B5):10039–10054
Serpas JG (2003) Local and regional geoid determination from vector airborne gravimetry. Report no.468, Geodetic Science, Ohio State University, Columbus, Ohio
Sun W, Zhou X (2012) Coseismic deflection change of the vertical caused by the 2011 Tohoku-Oki earthquake (Mw 9.0). Geophys J Int 189:937–955
Völgyesi L (1977) Interpolation of deflection of the vertical from horizontal gradients of gravity. Veröffentlichungen des Zentralinstituts für Physik der Erde 52:561–567
Völgyesi L (2005) Deflections of the vertical and geoid heights from gravity gradients. Acta Geod Geophys Hung 40(2):147–157
Watts AB (2001) Isostasy and flexure of the lithosphere. Cambridge University Press, Cambridge
Acknowledgements
The work described in this report was supported by the Oak Ridge Institute for Science and Education (ORISE) through an interagency agreement between NGA and the U.S. Department of Energy (DOE) and under their NGA Visiting Scientist Program. Special thanks are also due Bell Geospace, Inc., for providing their airborne gradiometry data from the Parkfield survey.
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Appendix
Appendix
The planar approximation for gravity gradients means that one neglects the variation in the directional derivatives of the potential due to Earth’s curvature. The approximation assumes a constant direction for all derivatives regardless of location. However, the orientation of a typical gradiometer, or, more importantly, of its processed data, is maintained in a local-level, north-slaved coordinate frame (such as north-east-down). Thus, the difference between the actual and assumed data involves, in the first place, a rotation of the gradient tensor by the angles of Earth’s curvature. For local areas less than 60 km in dimension (as in the case studied here), that angle is less than 30 / R, where \(R=6371\,\hbox { km}\), hence, less than \(0.3^{\circ }\). Let these angles in the north and east directions be denoted, \(\chi \) and \(\zeta \), respectively. In addition, using the UTM projection, for example, for the Cartesian coordinates neglects the convergence of the meridians, which for the area under study is \(\alpha \le 1.5^{\circ }\).
If \(\mathbf{R}\) is a rotation matrix that describes these rotations of the local Cartesian coordinates from a curvilinear system then the error in the assumed gradient tensor is
where \({\hat{{{\varvec{\Gamma }}}}}^{( {{ xyz}})}\) is the gradient tensor assumed in the local Cartesian system, but taken from the data in the curvilinear true-north, local-level system. The angles, \(\chi \), \(\zeta \), \(\alpha \), are sufficiently small so that the error of approximation, itself, may be approximated with a “small-angle” rotation matrix,
Setting \({\hat{{{\varvec{\Gamma }}}}}^{( {{ xyz}} }={{\varvec{\Gamma }}}^{( {\mathrm{ned}})}\equiv {{\varvec{\Gamma }}}\), and neglecting second-order terms, the error is
The gradients here are the disturbance gradients, on the order of 10–100 E (typically). Therefore, since \(\chi ,\zeta <\alpha \le 3\times 10^{-2}\hbox { rad}\), the planar approximation error is at or below the level of the measurement error for present studies. Nevertheless, it is a systematic error that, when integrated, can cause trend errors in the DOV.
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Jekeli, C. Deflections of the vertical from full-tensor and single-instrument gravity gradiometry. J Geod 93, 369–382 (2019). https://doi.org/10.1007/s00190-018-1162-y
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DOI: https://doi.org/10.1007/s00190-018-1162-y