Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek

Descripción del Articulo

Debris flows are one of the processes of mass movements that are generated by heavy rains and are activated in the upper parts of the basins. The application case of the present research carried out in the Rio Seco stream in the district of San Bartolomé, located in the Province of Huarochirí, Depar...

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Detalles Bibliográficos
Autores: Castillo S, Juan, Atala V, Amehd R., Mogrovejo G, Rubén E.
Formato: artículo
Fecha de Publicación:2024
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/673691
Enlace del recurso:http://hdl.handle.net/10757/673691
Nivel de acceso:acceso embargado
Materia:debris flow
FLO-2D
hydrological model
mitigation
sediments
vulnerability
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network_name_str UPC-Institucional
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dc.title.es_PE.fl_str_mv Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
title Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
spellingShingle Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
Castillo S, Juan
debris flow
FLO-2D
hydrological model
mitigation
sediments
vulnerability
title_short Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
title_full Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
title_fullStr Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
title_full_unstemmed Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
title_sort Debris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creek
author Castillo S, Juan
author_facet Castillo S, Juan
Atala V, Amehd R.
Mogrovejo G, Rubén E.
author_role author
author2 Atala V, Amehd R.
Mogrovejo G, Rubén E.
author2_role author
author
dc.contributor.author.fl_str_mv Castillo S, Juan
Atala V, Amehd R.
Mogrovejo G, Rubén E.
dc.subject.es_PE.fl_str_mv debris flow
FLO-2D
hydrological model
mitigation
sediments
vulnerability
topic debris flow
FLO-2D
hydrological model
mitigation
sediments
vulnerability
description Debris flows are one of the processes of mass movements that are generated by heavy rains and are activated in the upper parts of the basins. The application case of the present research carried out in the Rio Seco stream in the district of San Bartolomé, located in the Province of Huarochirí, Department of Lima seeks to recreate a debris flow event that occurred on February 2, 2017 as a result of the climatic phenomenon in the Lima Andes. Likewise, it seeks to identify the areas of debris flow threats for different return periods Tr = 100 and Tr = 500 years. For this investigation, the mathematical model is applied using the FLO-2D software, which will process topographic data, rheological properties of the debris fluid and liquid hydrographs in different return periods. Finally, processing the data, results such as flow depth, maximum flow velocities of possible deposition zones, sediment concentration and impact force are obtained. This article is focused on comparing the debris flow and its depth with a real event adjusted with watermark control points. From the simulated results, debris flows were obtained with return periods of Tr = 100 years and Tr = 500 years, flows of 0.4 and 0.5 m3/s, tie rods with flow heights of 1.80 m and 1.90 m, respectively. Additionally, the preliminary threat map was prepared to identify vulnerable areas.
publishDate 2024
dc.date.accessioned.none.fl_str_mv 2024-06-07T16:34:13Z
dc.date.available.none.fl_str_mv 2024-06-07T16:34:13Z
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 2524342X
dc.identifier.doi.none.fl_str_mv 10.1007/978-3-031-52330-4_5
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/673691
dc.identifier.eissn.none.fl_str_mv 25243438
dc.identifier.journal.es_PE.fl_str_mv Springer Proceedings in Earth and Environmental Sciences
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dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85183396264
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identifier_str_mv 2524342X
10.1007/978-3-031-52330-4_5
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Springer Proceedings in Earth and Environmental Sciences
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SCOPUS_ID:85183396264
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url http://hdl.handle.net/10757/673691
dc.language.iso.es_PE.fl_str_mv eng
language eng
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dc.publisher.es_PE.fl_str_mv Springer Nature
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dc.source.journaltitle.none.fl_str_mv Springer Proceedings in Earth and Environmental Sciences
dc.source.volume.none.fl_str_mv Part F2160
dc.source.beginpage.none.fl_str_mv 53
dc.source.endpage.none.fl_str_mv 69
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spelling 337a26f4428ae9e5fa1509c3ede1de02300198504f1222a15a8af9935df07dc1302300533bd1789e672ca5191d1c125c02f7e4500Castillo S, JuanAtala V, Amehd R.Mogrovejo G, Rubén E.2024-06-07T16:34:13Z2024-06-07T16:34:13Z2024-01-012524342X10.1007/978-3-031-52330-4_5http://hdl.handle.net/10757/67369125243438Springer Proceedings in Earth and Environmental Sciences2-s2.0-85183396264SCOPUS_ID:851833962640000 0001 2196 144XDebris flows are one of the processes of mass movements that are generated by heavy rains and are activated in the upper parts of the basins. The application case of the present research carried out in the Rio Seco stream in the district of San Bartolomé, located in the Province of Huarochirí, Department of Lima seeks to recreate a debris flow event that occurred on February 2, 2017 as a result of the climatic phenomenon in the Lima Andes. Likewise, it seeks to identify the areas of debris flow threats for different return periods Tr = 100 and Tr = 500 years. For this investigation, the mathematical model is applied using the FLO-2D software, which will process topographic data, rheological properties of the debris fluid and liquid hydrographs in different return periods. Finally, processing the data, results such as flow depth, maximum flow velocities of possible deposition zones, sediment concentration and impact force are obtained. This article is focused on comparing the debris flow and its depth with a real event adjusted with watermark control points. From the simulated results, debris flows were obtained with return periods of Tr = 100 years and Tr = 500 years, flows of 0.4 and 0.5 m3/s, tie rods with flow heights of 1.80 m and 1.90 m, respectively. Additionally, the preliminary threat map was prepared to identify vulnerable areas.application/htmlengSpringer Natureinfo:eu-repo/semantics/embargoedAccessdebris flowFLO-2Dhydrological modelmitigationsedimentsvulnerabilityDebris Flow Modeling Using FLO-2D for Hazard Identification in the Rio Seco Creekinfo:eu-repo/semantics/articleSpringer Proceedings in Earth and Environmental SciencesPart F21605369reponame:UPC-Institucionalinstname:Universidad Peruana de Ciencias Aplicadasinstacron:UPCLICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorioacademico.upc.edu.pe/bitstream/10757/673691/1/license.txt8a4605be74aa9ea9d79846c1fba20a33MD51false10757/673691oai:repositorioacademico.upc.edu.pe:10757/6736912024-06-07 16:34:15.655Repositorio académico upcupc@openrepository.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