Obtaining leveled heights by GPS leveling. Case study: Morona – Ecuador

 

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Detalles Bibliográficos
Autores: Palacios-Orejuela, Iván Fernando, Arellano-Pérez, Karol Dennise
Formato: artículo original
Estado:Versión publicada
Fecha de Publicación:2022
Descripción:The aim of the study was to demonstrate the applicability of GPS leveling to obtain accurate leveled heights for engineering purposes, in the canton of Morona, Ecuador. Two working scales were evaluated: cantonal (macro) and urban (micro), where the known vertices from which the height value was determined were points that belong to the local geodesic network of the canton. Based on the analysis of the geoid undulation gradient, 5 homogeneous zones of the gradient variation were defined; GPS leveling was applied in the two zones (zone 4 and 5) that had geodesic vertices and that also cover a larger area of the canton. The geoid undulation gradient values in the study area were highly variable, with errors of up to 24 mm/km. At the cantonal scale, errors were reached between 12.19 cm - 1.27 cm at 30 Km - 5.1 Km in zone 4, and 38.48 cm - 8.33 cm at 13 Km - 2.7 Km in zone 5, while on an urban scale, errors of 2.48 cm - 0.14 cm were found at 1.07 Km - 0.19 Km, respectively. Using GPS leveling, useful results are obtained for engineering jobs and geoscience jobs in general, that require the determination of leveled heights quickly and accurately. For the correct application of this technique, two determinants must be considered: the baseline distance and the geoid undulation gradient.
País:Portal de Revistas UNA
Institución:Universidad Nacional de Costa Rica
Repositorio:Portal de Revistas UNA
Lenguaje:Español
OAI Identifier:oai:ojs.www.una.ac.cr:article/16077
Acceso en línea:https://www.revistas.una.ac.cr/index.php/uniciencia/article/view/16077
Access Level:acceso abierto
Palabra clave:GNSS
leveled heights
geodesic network
geoid undulation gradient
network of basic vertical control
geometric leveling
alturas niveladas
red geodésica
gradiente de ondulación geoidal
red de control básico vertical
nivelación geométrica