Selección de alternativa óptima de la presa Toma Grande aplicando el método de Análisis Jerárquico

Descripción del Articulo

In this research work, the analysis and selection of the optimal type of the Toma Grande Dam is applied by using the analytical hierarchical process (AHP), considering 4 dam alternatives (CFRD, RCC, Gravity Concrete, Earth and Enrocado). For the application of the method, the factors that influence...

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Detalles Bibliográficos
Autores: Arbaiza Ocrospoma, Hulinho Yordy, Quisca Astocahuana, Samuel Ismael
Formato: artículo
Fecha de Publicación:2023
Institución:Universidad Nacional Mayor de San Marcos
Repositorio:Revistas - Universidad Nacional Mayor de San Marcos
Lenguaje:español
OAI Identifier:oai:ojs.csi.unmsm:article/25013
Enlace del recurso:https://revistasinvestigacion.unmsm.edu.pe/index.php/iigeo/article/view/25013
Nivel de acceso:acceso abierto
Materia:Selection of dam alternatives
analytical hierarchical process AHP
optimal dam type
Selección de alternativas de presas
análisis jerárquico AHP
tipo óptimo de presa
Descripción
Sumario:In this research work, the analysis and selection of the optimal type of the Toma Grande Dam is applied by using the analytical hierarchical process (AHP), considering 4 dam alternatives (CFRD, RCC, Gravity Concrete, Earth and Enrocado). For the application of the method, the factors that influence the selection of the type of dam were identified, which were called Subcriteria. These were grouped into 8 more representative groups, by means of a hierarchy tree, which were called Criteria (topography and geology, availability of materials, related works, dam safety, river diversion system, construction procedure, construction time and cost of work). The data for the Criteria were obtained from the basic engineering studies and a paired comparison matrix was constructed to obtain the weightings by comparing each of the Criteria with each other. The consistency relationship of the selection criteria was established, in order to then construct the pairwise comparison matrix for the selection of the type of dam according to the Criteria. The results of the analysis indicate that the Gravity Concrete dam as the optimal alternative dam type, with a weighting of 40%.
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