Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river

Descripción del Articulo

Universidad Nacional Agraria La Molina. Facultad de Ingeniería Agrícola. Departamento Académico de Recursos Hídricos
Detalles Bibliográficos
Autor: Mejía Marcacuzco, Jesús Abel
Formato: tesis de maestría
Fecha de Publicación:1987
Institución:Universidad Nacional Agraria La Molina
Repositorio:UNALM-Institucional
Lenguaje:español
OAI Identifier:oai:repositorio.lamolina.edu.pe:20.500.12996/1744
Enlace del recurso:https://hdl.handle.net/20.500.12996/1744
Nivel de acceso:acceso abierto
Materia:República democrática del Congo
Cursos de agua
Sedimentos
Sedimentación
Velocidad
Modelos matemáticos
Evaluación
Modelo Einstein
Río Zaire
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dc.title.es_PE.fl_str_mv Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
title Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
spellingShingle Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
Mejía Marcacuzco, Jesús Abel
República democrática del Congo
Cursos de agua
Sedimentos
Sedimentación
Velocidad
Modelos matemáticos
Evaluación
Modelo Einstein
Río Zaire
title_short Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
title_full Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
title_fullStr Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
title_full_unstemmed Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
title_sort Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
author Mejía Marcacuzco, Jesús Abel
author_facet Mejía Marcacuzco, Jesús Abel
author_role author
dc.contributor.advisor.fl_str_mv Peters, J.J.
dc.contributor.author.fl_str_mv Mejía Marcacuzco, Jesús Abel
dc.subject.es_PE.fl_str_mv República democrática del Congo
Cursos de agua
Sedimentos
Sedimentación
Velocidad
Modelos matemáticos
Evaluación
Modelo Einstein
Río Zaire
topic República democrática del Congo
Cursos de agua
Sedimentos
Sedimentación
Velocidad
Modelos matemáticos
Evaluación
Modelo Einstein
Río Zaire
description Universidad Nacional Agraria La Molina. Facultad de Ingeniería Agrícola. Departamento Académico de Recursos Hídricos
publishDate 1987
dc.date.accessioned.none.fl_str_mv 2016-08-02T15:45:16Z
dc.date.available.none.fl_str_mv 2016-08-02T15:45:16Z
dc.date.issued.fl_str_mv 1987
dc.type.es_PE.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
dc.identifier.other.none.fl_str_mv N01.M436-Te BAN UNALM
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/20.500.12996/1744
identifier_str_mv N01.M436-Te BAN UNALM
url https://hdl.handle.net/20.500.12996/1744
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language spa
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dc.publisher.en_US.fl_str_mv Brussels : Vrije Universiteit, Faculty of Applied Sciences, Laboratory of Hydrology
dc.source.es_PE.fl_str_mv Universidad Nacional Agraria La Molina
Repositorio institucional - UNALM
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spelling Peters, J.J.62483826-f21e-40a4-8f96-559b6fdc526bMejía Marcacuzco, Jesús Abel2016-08-02T15:45:16Z2016-08-02T15:45:16Z1987N01.M436-Te BAN UNALMhttps://hdl.handle.net/20.500.12996/1744Universidad Nacional Agraria La Molina. Facultad de Ingeniería Agrícola. Departamento Académico de Recursos HídricosSeveral one dimensional models for sediment transport calculations in open channel flows have been developed. Einstein model <1950) is one of the most advanced method for the computation of bed-load and suspended-load, because the begining and the end of the particle motion have to be expressed with the concept of probability, which relates instantaneous hydrodynamic lift forces to the articles weight. The bed load equation expresses an equilibrium condition of the exchange of bed particles between the bed layer and the bed. This implies that the number of particles deposited per unit time and per unit bed area must be equal to the number of particles eroded per unit time and unit bed area. Hence the goal of this thesis is limited to the study of the application of the Einstein model in the traditional way and in the two-dimensional approach based on measured hydraulic data of nine cross sections in the Zaire river; the results have been quite successful. From the result obtained by the Einstein model, it was found that the calculated sediment transport rate underestimates the measured transport rateTesisapplication/pdfspaBrussels : Vrije Universiteit, Faculty of Applied Sciences, Laboratory of Hydrologyinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/4.0/Universidad Nacional Agraria La MolinaRepositorio institucional - UNALMreponame:UNALM-Institucionalinstname:Universidad Nacional Agraria La Molinainstacron:UNALMRepública democrática del CongoCursos de aguaSedimentosSedimentaciónVelocidadModelos matemáticosEvaluaciónModelo EinsteinRío ZaireSediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire riverinfo:eu-repo/semantics/masterThesisSUNEDU06443739THUMBNAILN01-M436-Te.pdf.jpgN01-M436-Te.pdf.jpgGenerated Thumbnailimage/jpeg1564https://repositorio.lamolina.edu.pe/bitstreams/5ee0ec8c-934c-4680-8276-6c84c3597089/download09a0eee66ea234005ae393fcfe447dc9MD55ORIGINALN01-M436-Te.pdfN01-M436-Te.pdfTexto completoapplication/pdf12776937https://repositorio.lamolina.edu.pe/bitstreams/398a0504-adff-478c-9384-458fb5253e41/downloadbb9d8f2ee62e92bbb46bf4f8bf5f385aMD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81232https://repositorio.lamolina.edu.pe/bitstreams/287d904d-4ffa-42b7-a811-8c457314a21b/downloadbb87e2fb4674c76d0d2e9ed07fbb9c86MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-81683https://repositorio.lamolina.edu.pe/bitstreams/1a25f14f-4485-411c-bd75-39b16228570f/download85e652b8dfa19b82485c505314e0a902MD53TEXTN01-M436-Te.pdf.txtN01-M436-Te.pdf.txtExtracted texttext/plain157085https://repositorio.lamolina.edu.pe/bitstreams/ce9632d5-6277-4a21-8b9b-f32c925169e3/download5bbc0d315a7b10bc8395680352f065a4MD5420.500.12996/1744oai:repositorio.lamolina.edu.pe:20.500.12996/17442024-10-11 12:12:22.953https://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessopen.accesshttps://repositorio.lamolina.edu.peRepositorio Universidad Nacional Agraria La Molinadspace@lamolina.edu.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Sediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire river
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