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dc.contributor.advisorPeters, J.J.
dc.contributor.authorMejía Marcacuzco, Jesús Abel
dc.date.accessioned2016-08-02T15:45:16Z
dc.date.available2016-08-02T15:45:16Z
dc.date.issued1987
dc.identifier.otherN01.M436-Te BAN UNALM
dc.identifier.urihttp://repositorio.lamolina.edu.pe/handle/UNALM/1744
dc.descriptionUniversidad Nacional Agraria La Molina. Facultad de Ingeniería Agrícola. Departamento Académico de Recursos Hídricoses_PE
dc.description.abstractSeveral 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 rateen_US
dc.description.uriTesises_PE
dc.formatapplication/pdfen_US
dc.language.isospaes_PE
dc.publisherBrussels : Vrije Universiteit, Faculty of Applied Sciences, Laboratory of Hydrologyen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.sourceUniversidad Nacional Agraria La Molinaes_PE
dc.sourceRepositorio institucional - UNALMes_PE
dc.subjectRepública democrática del Congoes_PE
dc.subjectCursos de aguaes_PE
dc.subjectSedimentoses_PE
dc.subjectSedimentaciónes_PE
dc.subjectVelocidades_PE
dc.subjectModelos matemáticoses_PE
dc.subjectEvaluaciónes_PE
dc.subjectModelo Einsteines_PE
dc.subjectRío Zairees_PE
dc.titleSediment transport calculation in two dimensions using the Einstein´s procedure a case study: the Zaire riveres_PE
dc.typeT_D_Bélgicaen_US


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