Modeling of the Submersible Plate System to Counteract Erosion in the Huallaga River, Case: Yurimaguas—Loreto
Descripción del Articulo
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...
Autores: | , , |
---|---|
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 |
format |
article |
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 0000 0001 2196 144X |
url |
http://hdl.handle.net/10757/673577 |
dc.language.iso.es_PE.fl_str_mv |
eng |
language |
eng |
dc.rights.es_PE.fl_str_mv |
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embargoedAccess |
dc.format.es_PE.fl_str_mv |
application/html |
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 instacron:UPC |
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Universidad Peruana de Ciencias Aplicadas |
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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 |
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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.comTk9URTogUExBQ0UgWU9VUiBPV04gTElDRU5TRSBIRVJFClRoaXMgc2FtcGxlIGxpY2Vuc2UgaXMgcHJvdmlkZWQgZm9yIGluZm9ybWF0aW9uYWwgcHVycG9zZXMgb25seS4KCk5PTi1FWENMVVNJVkUgRElTVFJJQlVUSU9OIExJQ0VOU0UKCkJ5IHNpZ25pbmcgYW5kIHN1Ym1pdHRpbmcgdGhpcyBsaWNlbnNlLCB5b3UgKHRoZSBhdXRob3Iocykgb3IgY29weXJpZ2h0Cm93bmVyKSBncmFudHMgdG8gRFNwYWNlIFVuaXZlcnNpdHkgKERTVSkgdGhlIG5vbi1leGNsdXNpdmUgcmlnaHQgdG8gcmVwcm9kdWNlLAp0cmFuc2xhdGUgKGFzIGRlZmluZWQgYmVsb3cpLCBhbmQvb3IgZGlzdHJpYnV0ZSB5b3VyIHN1Ym1pc3Npb24gKGluY2x1ZGluZwp0aGUgYWJzdHJhY3QpIHdvcmxkd2lkZSBpbiBwcmludCBhbmQgZWxlY3Ryb25pYyBmb3JtYXQgYW5kIGluIGFueSBtZWRpdW0sCmluY2x1ZGluZyBidXQgbm90IGxpbWl0ZWQgdG8gYXVkaW8gb3IgdmlkZW8uCgpZb3UgYWdyZWUgdGhhdCBEU1UgbWF5LCB3aXRob3V0IGNoYW5naW5nIHRoZSBjb250ZW50LCB0cmFuc2xhdGUgdGhlCnN1Ym1pc3Npb24gdG8gYW55IG1lZGl1bSBvciBmb3JtYXQgZm9yIHRoZSBwdXJwb3NlIG9mIHByZXNlcnZhdGlvbi4KCllvdSBhbHNvIGFncmVlIHRoYXQgRFNVIG1heSBrZWVwIG1vcmUgdGhhbiBvbmUgY29weSBvZiB0aGlzIHN1Ym1pc3Npb24gZm9yCnB1cnBvc2VzIG9mIHNlY3VyaXR5LCBiYWNrLXVwIGFuZCBwcmVzZXJ2YXRpb24uCgpZb3UgcmVwcmVzZW50IHRoYXQgdGhlIHN1Ym1pc3Npb24gaXMgeW91ciBvcmlnaW5hbCB3b3JrLCBhbmQgdGhhdCB5b3UgaGF2ZQp0aGUgcmlnaHQgdG8gZ3JhbnQgdGhlIHJpZ2h0cyBjb250YWluZWQgaW4gdGhpcyBsaWNlbnNlLiBZb3UgYWxzbyByZXByZXNlbnQKdGhhdCB5b3VyIHN1Ym1pc3Npb24gZG9lcyBub3QsIHRvIHRoZSBiZXN0IG9mIHlvdXIga25vd2xlZGdlLCBpbmZyaW5nZSB1cG9uCmFueW9uZSdzIGNvcHlyaWdodC4KCklmIHRoZSBzdWJtaXNzaW9uIGNvbnRhaW5zIG1hdGVyaWFsIGZvciB3aGljaCB5b3UgZG8gbm90IGhvbGQgY29weXJpZ2h0LAp5b3UgcmVwcmVzZW50IHRoYXQgeW91IGhhdmUgb2J0YWluZWQgdGhlIHVucmVzdHJpY3RlZCBwZXJtaXNzaW9uIG9mIHRoZQpjb3B5cmlnaHQgb3duZXIgdG8gZ3JhbnQgRFNVIHRoZSByaWdodHMgcmVxdWlyZWQgYnkgdGhpcyBsaWNlbnNlLCBhbmQgdGhhdApzdWNoIHRoaXJkLXBhcnR5IG93bmVkIG1hdGVyaWFsIGlzIGNsZWFybHkgaWRlbnRpZmllZCBhbmQgYWNrbm93bGVkZ2VkCndpdGhpbiB0aGUgdGV4dCBvciBjb250ZW50IG9mIHRoZSBzdWJtaXNzaW9uLgoKSUYgVEhFIFNVQk1JU1NJT04gSVMgQkFTRUQgVVBPTiBXT1JLIFRIQVQgSEFTIEJFRU4gU1BPTlNPUkVEIE9SIFNVUFBPUlRFRApCWSBBTiBBR0VOQ1kgT1IgT1JHQU5JWkFUSU9OIE9USEVSIFRIQU4gRFNVLCBZT1UgUkVQUkVTRU5UIFRIQVQgWU9VIEhBVkUKRlVMRklMTEVEIEFOWSBSSUdIVCBPRiBSRVZJRVcgT1IgT1RIRVIgT0JMSUdBVElPTlMgUkVRVUlSRUQgQlkgU1VDSApDT05UUkFDVCBPUiBBR1JFRU1FTlQuCgpEU1Ugd2lsbCBjbGVhcmx5IGlkZW50aWZ5IHlvdXIgbmFtZShzKSBhcyB0aGUgYXV0aG9yKHMpIG9yIG93bmVyKHMpIG9mIHRoZQpzdWJtaXNzaW9uLCBhbmQgd2lsbCBub3QgbWFrZSBhbnkgYWx0ZXJhdGlvbiwgb3RoZXIgdGhhbiBhcyBhbGxvd2VkIGJ5IHRoaXMKbGljZW5zZSwgdG8geW91ciBzdWJtaXNzaW9uLgo= |
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