Bibliographic citations
Manrique, J., (2024). Análisis correlacional en la influencia de precisión y tiempo entre la estación total y GPS diferencial en levantamientos de áreas de gran extensión [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/37273
Manrique, J., Análisis correlacional en la influencia de precisión y tiempo entre la estación total y GPS diferencial en levantamientos de áreas de gran extensión [Tesis]. PE: Universidad Privada del Norte; 2024. https://hdl.handle.net/11537/37273
@misc{renati/415417,
title = "Análisis correlacional en la influencia de precisión y tiempo entre la estación total y GPS diferencial en levantamientos de áreas de gran extensión",
author = "Manrique Moreno, Jorge Jimmy",
publisher = "Universidad Privada del Norte",
year = "2024"
}
The present thesis entitled "Correlational analysis in the influence of precision and time between the total station and differential GPS, in surveys of large areas", this analysis was conducted in a particular geographical area located in the southern region of Peru. The main objective was to determine the extent to which the GPS method and the Total Station method differ in surveys of large areas in terms of accuracy and time. For the topographic survey, a Leica Flexline Model TS10 1" PLUS Total Station was used, and for the topographic survey with differential GPS, Leica Model GS18 was used, these equipment were installed prior to the survey in a large area in which, 34 support traverse points and 4 geodetic points were taken, all these were verified both in the field and in the post-process contrasting with the information of the National Geodetic Network, which belongs to the IGN (National Geographic Institute), complying with the parameters according to the Technical Standard (V1.0, 2016, p. 61). The research carried out is of an applied nature, with an experimental design, of a cross-sectional nature, and a descriptive-explanatory level with a quantitative approach. The sample consisted of topographic surveys of a large area of land, using state-of-the-art equipment to ensure optimal results in terms of accuracy and time. Georeferenced comparisons were made, the information of which was recorded in the Observation Sheet. In addition, both pieces of equipment were compared in terms of accuracy, working time, and differences in operating costs, which led to the completion of all field and cabinet activities. As a result, it was obtained which is the team with the best, Time, and cost accuracy.
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