Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru

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The purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel,...

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Detalles Bibliográficos
Autores: Gutierrez, Ruben Esau Mogrovejo, Gutierrez, Efrain Jhiaromir Contreras, Gutierrez, Luis Fernando Miranda
Formato: artículo
Fecha de Publicación:2023
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/673025
Enlace del recurso:http://hdl.handle.net/10757/673025
Nivel de acceso:acceso embargado
Materia:Filtration
Geotechnics
Groundwater
Hydrogeology
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dc.title.es_PE.fl_str_mv Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
title Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
spellingShingle Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
Gutierrez, Ruben Esau Mogrovejo
Filtration
Geotechnics
Groundwater
Hydrogeology
title_short Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
title_full Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
title_fullStr Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
title_full_unstemmed Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
title_sort Hydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peru
author Gutierrez, Ruben Esau Mogrovejo
author_facet Gutierrez, Ruben Esau Mogrovejo
Gutierrez, Efrain Jhiaromir Contreras
Gutierrez, Luis Fernando Miranda
author_role author
author2 Gutierrez, Efrain Jhiaromir Contreras
Gutierrez, Luis Fernando Miranda
author2_role author
author
dc.contributor.author.fl_str_mv Gutierrez, Ruben Esau Mogrovejo
Gutierrez, Efrain Jhiaromir Contreras
Gutierrez, Luis Fernando Miranda
dc.subject.es_PE.fl_str_mv Filtration
Geotechnics
Groundwater
Hydrogeology
topic Filtration
Geotechnics
Groundwater
Hydrogeology
description The purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel, well-graded gravels were obtained, and with the geological study, Andesite rock was identified. Furthermore, the hydrological study yielded an intensity of 227.33 mm/h for a 15-minute duration and a 100-year return period. Additionally, a topographic survey was conducted using the Phantom 4 RTK drone, obtaining 149,354 UTM 18S topographic points. The application of the hydrogeological model resulted in a seepage rate of 0.0002 l/s without drain installation. With the subdrain installed, a seepage rate of 878.1 l/s was achieved, indicating that the flow is directed towards the drainage system. Thus, the drain is functioning based on the input parameters in the software.
publishDate 2023
dc.date.accessioned.none.fl_str_mv 2024-03-12T15:11:59Z
dc.date.available.none.fl_str_mv 2024-03-12T15:11:59Z
dc.date.issued.fl_str_mv 2023-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.doi.none.fl_str_mv 10.1109/CONIITI61170.2023.10324146
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/673025
dc.identifier.journal.es_PE.fl_str_mv 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
dc.identifier.eid.none.fl_str_mv 2-s2.0-85179555344
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85179555344
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 10.1109/CONIITI61170.2023.10324146
2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
2-s2.0-85179555344
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url http://hdl.handle.net/10757/673025
dc.language.iso.es_PE.fl_str_mv eng
language eng
dc.rights.es_PE.fl_str_mv info:eu-repo/semantics/embargoedAccess
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dc.format.es_PE.fl_str_mv application/html
dc.publisher.es_PE.fl_str_mv Institute of Electrical and Electronics Engineers Inc.
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
instacron:UPC
instname_str Universidad Peruana de Ciencias Aplicadas
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institution UPC
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dc.source.journaltitle.none.fl_str_mv 2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings
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spelling 23b7e2edda115cdf68bcedd6159dcfa4f5253e96abc5903aae576cc5fc833bb330006454700918b2febb731cec67d3bfc65300Gutierrez, Ruben Esau MogrovejoGutierrez, Efrain Jhiaromir ContrerasGutierrez, Luis Fernando Miranda2024-03-12T15:11:59Z2024-03-12T15:11:59Z2023-01-0110.1109/CONIITI61170.2023.10324146http://hdl.handle.net/10757/6730252023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedings2-s2.0-85179555344SCOPUS_ID:851795553440000 0001 2196 144XThe purpose of this research project is to develop a hydrogeological model using FEFLOW software, aiming to obtain seepage rates in the 03 soil layers due to rainfall recharge in the Ccoyahuacho slope, and subsequently install drains. Through soil mechanics studies, results of poorly graded gravel, well-graded gravels were obtained, and with the geological study, Andesite rock was identified. Furthermore, the hydrological study yielded an intensity of 227.33 mm/h for a 15-minute duration and a 100-year return period. Additionally, a topographic survey was conducted using the Phantom 4 RTK drone, obtaining 149,354 UTM 18S topographic points. The application of the hydrogeological model resulted in a seepage rate of 0.0002 l/s without drain installation. With the subdrain installed, a seepage rate of 878.1 l/s was achieved, indicating that the flow is directed towards the drainage system. Thus, the drain is functioning based on the input parameters in the software.ODS 6: Agua Limpia y SaneamientoODS 9: Industria, Innovación e InfraestructuraODS 13: Acción por el Climaapplication/htmlengInstitute of Electrical and Electronics Engineers Inc.info:eu-repo/semantics/embargoedAccessFiltrationGeotechnicsGroundwaterHydrogeologyHydrogeological Conceptual Analysis with FEFLOW, for the Ccoyahuacho Slope - Andahuaylas - Peruinfo:eu-repo/semantics/article2023 9th International Conference on Innovation and Trends in Engineering, CONIITI 2023 - Proceedingsreponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/673025/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/673025oai:repositorioacademico.upc.edu.pe:10757/6730252024-07-20 04:20:45.022Repositorio académico upcupc@openrepository.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