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| DOI | 10.1016/J.POWTEC.2017.10.053 | ||||
| Año | 2018 | ||||
| Tipo | artículo de investigación |
Citas Totales
Autores Afiliación Chile
Instituciones Chile
% Participación
Internacional
Autores
Afiliación Extranjera
Instituciones
Extranjeras
In this paper we use a continuum mixture model to solve numerically the momentum and continuity equations associated with the sedimentation dynamics of highly concentrated fluid-solid mixtures in tilted ducts at low Reynolds numbers. The set of numerical simulations include several combinations of fluid viscosity, duct angle and solid concentration of particles. This research aims to show the phenomenology and dynamics associated with the sedimentation of monodisperse particles under different physical conditions and the characterization of the final stage of the sediment layer in two kinds of inclined geometries, with and without a horizontal section. Using scaling arguments, a mathematical expression formed by three dimensionless groups including the inertial number, particle concentration and the ratio between the sedimentation Grash of number to the Reynolds number is proposed to explain the height of the sediment layer in the slope change zone of a duct. Additionally, we have found that the initial particle concentration is a very relevant variable for knowing under what conditions the duct could get obstructed. In combination with some system angles, they might represent a risk of duct plug. Imposing a condition of obstruction, we have found dimensionless parameters that result in the blockage of the duct in the slope change zone. The results can be applied in the transport of fluid-solid mixtures and, in the engineering design of ducts with abrupt slope changes. (C) 2017 Elsevier B.V. All rights reserved.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | PALMA-MOYA, SERGIO ANDRES | Hombre |
Universidad de Chile - Chile
UNIV QUEENSLAND - Australia Advanced Mining Technology Center - Chile University of Queensland - Australia The University of Queensland - Australia |
| 2 | IHLE-BASCUNAN, CHRISTIAN FELIPE | Hombre |
Universidad de Chile - Chile
Advanced Mining Technology Center - Chile |
| 3 | TAMBURRINO-TAVANTZIS, ALDO JORGE | Hombre |
Universidad de Chile - Chile
Advanced Mining Technology Center - Chile |
| Fuente |
|---|
| FONDECYT |
| Fondo Nacional de Desarrollo Científico y Tecnológico |
| Comisión Nacional de Investigación Científica y Tecnológica |
| Comisión Nacional de Investigación CientÃfica y Tecnológica |
| Fondo Nacional de Desarrollo CientÃfico y Tecnológico |
| Advanced Mining Technology Center of the University of Chile |
| Department of Civil Engineering |
| Department of Civil Engineering of the University of Chile |
| Department of Mining Engineering of the University of Chile |
| National Commission for Scientific and Technological Research of Chile, CONICYT |
| Department of Mining Engineering |
| Agradecimiento |
|---|
| The authors acknowledge the support of the National Commission for Scientific and Technological Research of Chile, CONICYT, Grant No. 21110766, Fondecyt Grant Nos. 11110201, No. 1130910, No. 1160971 and No. 1161751, the Department of Civil Engineering, the Department of Mining Engineering and the Advanced Mining Technology Center of the University of Chile. |
| The authors acknowledge the support of the National Commission for Scientific and Technological Research of Chile, CONICYT , Grant No. 21110766 , Fondecyt Grant Nos. 11110201 , No. 1130910 , No. 1160971 and No. 1161751 , the Department of Civil Engineering , the Department of Mining Engineering and the Advanced Mining Technology Center of the University of Chile . |