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Ingeniería

On-line version ISSN 2215-2652Print version ISSN 1409-2441

Abstract

MOYA ZAMORA, Jorge. GNSS processing in the CR-SIRGAS geodetic frame: influence of the observation and reference ephocs. Ingeniería [online]. 2022, vol.32, n.2, pp.52-86. ISSN 2215-2652.  http://dx.doi.org/10.15517/ri.v32i2.50181.

The satellite observations derived from the GNSS constellations are fully correlated with the moment in which the measurements are made, however, users can transfer them to different epochs as long as the necessary parameters are available. The quality of the GNSS measurements will, in principle, be affected by taking them to a different epoch than the original. In the case of the national geodetic frame of Costa Rica CR-SIRGAS, its current reference epoch is t0 = 2019,24 [1] but the georeferencing of spatial information for cadastral purposes must be in the reference time tk = 2014,59 [2]. A fixed adjustment process was carried out at the epoch ti = 2021.53 using as observations the baselines of each new point to a maximum of four CR-SIRGAS stations with their respective final weekly coordinates. This adjustment was then repeated using the same, but as reference coordinates the official reference epoch t0, implying a marked decrease in the original weight of the observations by a factor of 1,5 to 9,5. In addition, it was possible to quantify the discrepancies in the coordinates, accuracies and observations adjusted directly at this time t0. Finally, the official transformation parameters given by [1]were applied to take the set of coordinates from epoch t0 to epoch tk.

Keywords : CR-SIRGAS; observation epoch; reference epoch; reduction factor.

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