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Conference Paper

Terrestrial applications of chronometric geodesy

Authors

Vincent,  Asha
IUGG 2023, General Assemblies, 1 General, International Union of Geodesy and Geophysics (IUGG), External Organizations;

Mueller,  Juergen
IUGG 2023, General Assemblies, 1 General, International Union of Geodesy and Geophysics (IUGG), External Organizations;

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Citation

Vincent, A., Mueller, J. (2023): Terrestrial applications of chronometric geodesy, XXVIII General Assembly of the International Union of Geodesy and Geophysics (IUGG) (Berlin 2023).
https://doi.org/10.57757/IUGG23-0701


Cite as: https://gfzpublic.gfz-potsdam.de/pubman/item/item_5016787
Abstract
The novel method of relativistic geodesy using clock networks has reached an accuracy level that will enable interesting applications in the near future. High-performance clocks with a fractional frequency uncertainty of 10^-18 can detect a gravitational-potential change of 0.1 m^2/s^2 or a corresponding height difference of 1 cm between two clock sites. Here, we explore the advantages of terrestrial clock networks for the detection of time-variable gravity signals and for height system unification by simulations where we consider realistic observation scenarios. On the deformable Earth, terrestrial clock observations contain potential variations due to mass changes and surface displacements. Four case studies were conducted in the Himalayas, Amazon, Greenland, and Fennoscandia to study different mass change processes like seasonal precipitation, present-day ice mass loss, and glacial isostatic adjustment (GIA). Height system unification involves the estimation of different errors (e.g. tilts and offsets) between the local/regional height reference systems. As a test case, an a priori height system was classified into local systems where various errors have been added. The reunification and estimation of error parameters were carried out using simulated clock measurements. The considered errors include tilts along latitude, tilts along longitude, offsets, tilts that depends upon the distance from the tide gauge, tilts associated with certain levelling lines, systematic noise associated with the elevation of the levelling points, etc. Also, the tidal effects on the clock observations are investigated. Moreover, the optimal number and spatial distribution of the clocks are determined for each scenario.