Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto

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At present, the lack of optimal riparian defense systems in the Peruvian Amazonian rivers has allowed the occurrence of natural disasters. The main objective of this report is to model different alternatives of plate batteries and simulate in Iber with flow rates and bathymetry of the area to find t...

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Detalles Bibliográficos
Autores: Giron, Amanda, Rottiers, Stefano, Jara, Mitchel
Formato: artículo
Fecha de Publicación:2024
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/673577
Enlace del recurso:http://hdl.handle.net/10757/673577
Nivel de acceso:acceso embargado
Materia:Amazon rivers
Angles of attack
Erosion
IBER software
Submerged vanes
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dc.title.es_PE.fl_str_mv Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
title Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
spellingShingle Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
Giron, Amanda
Amazon rivers
Angles of attack
Erosion
IBER software
Submerged vanes
title_short Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
title_full Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
title_fullStr Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
title_full_unstemmed Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
title_sort Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
author Giron, Amanda
author_facet Giron, Amanda
Rottiers, Stefano
Jara, Mitchel
author_role author
author2 Rottiers, Stefano
Jara, Mitchel
author2_role author
author
dc.contributor.author.fl_str_mv Giron, Amanda
Rottiers, Stefano
Jara, Mitchel
dc.subject.es_PE.fl_str_mv Amazon rivers
Angles of attack
Erosion
IBER software
Submerged vanes
topic Amazon rivers
Angles of attack
Erosion
IBER software
Submerged vanes
description At present, the lack of optimal riparian defense systems in the Peruvian Amazonian rivers has allowed the occurrence of natural disasters. The main objective of this report is to model different alternatives of plate batteries and simulate in Iber with flow rates and bathymetry of the area to find the most optimal alternative. The HEC-HMS software was also used to obtain the maximum flood flows for return periods of 25, 50, 100, 100, 200 and 500 years for use in IBER, which allows hydrodynamic simulations of rivers and watercourses, calculating floods and delimiting zones. The simulations were performed with the 200-year return flow, 21,749.6 m3/s. For this research 3 simulations were performed, which were divided into 3 different distributions of plate batteries, these in turn were divided into 2 different angles of attack. As the most relevant results, according to the distributions of water velocity, bottom stress, specific flow and erosion along the channel, and considering that the maximum values are far from the margin to be protected, the alternative distributions of the battery of plates that gave the best results in the channel were alternatives 1 and 3. Finally, it is concluded that the most optimal alternative and angle of attack is alternative 1 and the angle of 20°, thus counteracting erosion. Therefore, with the support of ANSYS software, the same conclusion was reached as for alternative 1, but with an angle of 25°, so that the optimal angles are 20–25 degrees.
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-05-18T09:42:17Z
dc.date.available.none.fl_str_mv 2024-05-18T09:42:17Z
dc.date.issued.fl_str_mv 2024-01-01
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.issn.none.fl_str_mv 23662557
dc.identifier.doi.none.fl_str_mv 10.1007/978-981-99-6368-3_54
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/673577
dc.identifier.eissn.none.fl_str_mv 23662565
dc.identifier.journal.es_PE.fl_str_mv Lecture Notes in Civil Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-85185828424
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85185828424
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 23662557
10.1007/978-981-99-6368-3_54
23662565
Lecture Notes in Civil Engineering
2-s2.0-85185828424
SCOPUS_ID:85185828424
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url http://hdl.handle.net/10757/673577
dc.language.iso.es_PE.fl_str_mv eng
language eng
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dc.publisher.es_PE.fl_str_mv Springer Science and Business Media Deutschland GmbH
dc.source.none.fl_str_mv reponame:UPC-Institucional
instname:Universidad Peruana de Ciencias Aplicadas
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instname_str Universidad Peruana de Ciencias Aplicadas
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reponame_str UPC-Institucional
collection UPC-Institucional
dc.source.journaltitle.none.fl_str_mv Lecture Notes in Civil Engineering
dc.source.volume.none.fl_str_mv 389
dc.source.beginpage.none.fl_str_mv 671
dc.source.endpage.none.fl_str_mv 685
bitstream.url.fl_str_mv https://repositorioacademico.upc.edu.pe/bitstream/10757/673577/1/license.txt
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spelling 4be9f3486ae04891feae805429aff922300cd3a9e759c7a07de4ec27782e79723fd300523d308e43776b4976c3a5bf006f0087Giron, AmandaRottiers, StefanoJara, Mitchel2024-05-18T09:42:17Z2024-05-18T09:42:17Z2024-01-012366255710.1007/978-981-99-6368-3_54http://hdl.handle.net/10757/67357723662565Lecture Notes in Civil Engineering2-s2.0-85185828424SCOPUS_ID:851858284240000 0001 2196 144XAt present, the lack of optimal riparian defense systems in the Peruvian Amazonian rivers has allowed the occurrence of natural disasters. The main objective of this report is to model different alternatives of plate batteries and simulate in Iber with flow rates and bathymetry of the area to find the most optimal alternative. The HEC-HMS software was also used to obtain the maximum flood flows for return periods of 25, 50, 100, 100, 200 and 500 years for use in IBER, which allows hydrodynamic simulations of rivers and watercourses, calculating floods and delimiting zones. The simulations were performed with the 200-year return flow, 21,749.6 m3/s. For this research 3 simulations were performed, which were divided into 3 different distributions of plate batteries, these in turn were divided into 2 different angles of attack. As the most relevant results, according to the distributions of water velocity, bottom stress, specific flow and erosion along the channel, and considering that the maximum values are far from the margin to be protected, the alternative distributions of the battery of plates that gave the best results in the channel were alternatives 1 and 3. Finally, it is concluded that the most optimal alternative and angle of attack is alternative 1 and the angle of 20°, thus counteracting erosion. Therefore, with the support of ANSYS software, the same conclusion was reached as for alternative 1, but with an angle of 25°, so that the optimal angles are 20–25 degrees.Universitas NasionalODS 9: Industria, innovación e infraestructuraODS 13: Acción por el climaODS 15: Vida de ecosistemas terrestresapplication/htmlengSpringer Science and Business Media Deutschland GmbHinfo:eu-repo/semantics/embargoedAccessAmazon riversAngles of attackErosionIBER softwareSubmerged vanesModeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loretoinfo:eu-repo/semantics/articleLecture Notes in Civil Engineering389671685reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/673577/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/673577oai:repositorioacademico.upc.edu.pe:10757/6735772024-07-23 19:05:54.479Repositorio académico upcupc@openrepository.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