Citas bibligráficas
Chang, F., (2022). Análisis comparativo de un levantamiento topográfico entre dos escáneres 3D y una estación total para mejorar la dilución de puntos y optimizar costos en los tajos de la Unidad Minera San Rafael – Puno [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/31401
Chang, F., Análisis comparativo de un levantamiento topográfico entre dos escáneres 3D y una estación total para mejorar la dilución de puntos y optimizar costos en los tajos de la Unidad Minera San Rafael – Puno [Tesis]. PE: Universidad Privada del Norte; 2022. https://hdl.handle.net/11537/31401
@misc{renati/428486,
title = "Análisis comparativo de un levantamiento topográfico entre dos escáneres 3D y una estación total para mejorar la dilución de puntos y optimizar costos en los tajos de la Unidad Minera San Rafael – Puno",
author = "Chang Poquioma, Fritz",
publisher = "Universidad Privada del Norte",
year = "2022"
}
The main objective of this thesis is to carry out a comparative analysis of a Topographic Survey between two 3D scanners and a Total Station to improve the dilution of points and optimize costs in the pits of the San Rafael Mining unit. The tests were carried out with the ZEB REVO handheld scanner of the GEOSLAM brand and the other fixed scanner will be the CMS V500 of the Teledyne Optech brand. With which we will carry out the topographic surveys of 3 sections of a tunnel of the Minsur mine located in the district of Antauta, province of Melgar, in the department of Puno. (Introduction Chapter). The objective is to determine which of the technologies is technically more accurate, fast, economical and reliable to avoid exposing personnel to unnecessary risks and improve production costs in surveying tasks. To make the comparisons, measurements will be taken with the three methods already indicated in 3 different sections of a tunnel. (Chapters of Results). Finally they will be analyzed through the generation of a digital model which will be obtained by the MineSight software generated from the point cloud obtained by the three measurement methods. Which will help us to compare the quality of the meshes obtained. In turn, with the help of Civil, profiles will be generated every 50 m to compare the quality of the information by sections. (Chapter of Results). The comparative result between the information obtained agrees that the use of the 3D scanner provides a large number of very precise point clouds of reliable quality. With which the time of the topographic survey in cavities is reduced, it reduces measurement errors generated by man due to the availability of a large number of 3D points. (Chapter of Results).
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