A Criterion for Estimating the Strength of Flocculated Aggregates in Salt Solutions
A simple criterion is proposed to quantitatively estimate the resistance of aggregates based on incremental mechanical shear disturbances. Aggregate strength can be affected by the hydrodynamic conditions under which flocculation occurs; therefore, an experimental method is standardized to determine...
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doaj-70a86617817a420ca72d19242a7c9a942021-07-23T13:55:48ZengMDPI AGMinerals2075-163X2021-07-011171371310.3390/min11070713A Criterion for Estimating the Strength of Flocculated Aggregates in Salt SolutionsMatías Jeldres0Luis Ayala1Pedro Robles2Edelmira Gálvez3Williams H. Leiva4Pedro G. Toledo5Ricardo I. Jeldres6Departamento de Ingeniería Química y Procesos de Minerales, Facultad de Ingeniería, Universidad de Antofagasta, Antofagasta 1240000, ChileFaculty of Engineering and Architecture, Universidad Arturo Prat, Almirante Juan José Latorre 2901, Antofagasta 1240000, ChileEscuela de Ingeniería Química, Pontificia Universidad Católica de Valparaíso, Valparaíso 2340000, ChileDepartment of Metallurgical and Mining Engineering, Universidad Católica del Norte, Avenida Angamos 0610, Antofagasta 1270709, ChileRheoMining Ingeniería y Proyectos SPA, Avenida Angamos 1161, Antofagasta 1240000, ChileChemical Engineering Department and Surface Analysis Laboratory (ASIF), Universidad de Concepcion, P.O. Box 160-C, Correo 3, Concepcion 4030000, ChileDepartamento de Ingeniería Química y Procesos de Minerales, Facultad de Ingeniería, Universidad de Antofagasta, Antofagasta 1240000, ChileA simple criterion is proposed to quantitatively estimate the resistance of aggregates based on incremental mechanical shear disturbances. Aggregate strength can be affected by the hydrodynamic conditions under which flocculation occurs; therefore, an experimental method is standardized to determine the resistance of aggregate structures that are formed under defined conditions of salinity (NaCl 0–0.1 M), mixing time (3 min), and mean shear rate (G = 273 s<sup>−1</sup>). Kaolin particles were flocculated in saline solutions with an anionic flocculant of high molecular weight. The method involves increasing the mean shear rate (G = 0–1516 s<sup>−1</sup>). Each increment represents a new experiment that starts from the base of 273 s<sup>−1</sup>. Target aggregates are increasingly fragmented as mechanical disturbance increases. The monotonic relationship between the mean shear rate increments (ΔG) and the final size of the aggregates is used for a quantitative estimate of the resistance of the target aggregates since this resistance underlies this relationship. The evolution of aggregate size is analyzed by the Focused Beam Reflectance Measurement (FBRM) method, which may capture the chord length distribution on concentrated slurries. To estimate and compare the resistance of the target aggregates in solutions with different salinities, a pseudo-first-order model that describes the rupture degree as a function of shear rate increments obtains the characteristic shear rate. The rupture percentage is reached with considerably lower agitation increments at higher salinity than at low salinity. This criterion is expected to help improve the efficiency of solid–liquid separation processes, especially in plants operating with seawater, be it raw or partially desalinated.https://www.mdpi.com/2075-163X/11/7/713kaolin flocculationaggregate strengthsalinityflocculation kineticflocculation mechanism |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Matías Jeldres Luis Ayala Pedro Robles Edelmira Gálvez Williams H. Leiva Pedro G. Toledo Ricardo I. Jeldres |
spellingShingle |
Matías Jeldres Luis Ayala Pedro Robles Edelmira Gálvez Williams H. Leiva Pedro G. Toledo Ricardo I. Jeldres A Criterion for Estimating the Strength of Flocculated Aggregates in Salt Solutions Minerals kaolin flocculation aggregate strength salinity flocculation kinetic flocculation mechanism |
author_facet |
Matías Jeldres Luis Ayala Pedro Robles Edelmira Gálvez Williams H. Leiva Pedro G. Toledo Ricardo I. Jeldres |
author_sort |
Matías Jeldres |
title |
A Criterion for Estimating the Strength of Flocculated Aggregates in Salt Solutions |
title_short |
A Criterion for Estimating the Strength of Flocculated Aggregates in Salt Solutions |
title_full |
A Criterion for Estimating the Strength of Flocculated Aggregates in Salt Solutions |
title_fullStr |
A Criterion for Estimating the Strength of Flocculated Aggregates in Salt Solutions |
title_full_unstemmed |
A Criterion for Estimating the Strength of Flocculated Aggregates in Salt Solutions |
title_sort |
criterion for estimating the strength of flocculated aggregates in salt solutions |
publisher |
MDPI AG |
series |
Minerals |
issn |
2075-163X |
publishDate |
2021-07-01 |
description |
A simple criterion is proposed to quantitatively estimate the resistance of aggregates based on incremental mechanical shear disturbances. Aggregate strength can be affected by the hydrodynamic conditions under which flocculation occurs; therefore, an experimental method is standardized to determine the resistance of aggregate structures that are formed under defined conditions of salinity (NaCl 0–0.1 M), mixing time (3 min), and mean shear rate (G = 273 s<sup>−1</sup>). Kaolin particles were flocculated in saline solutions with an anionic flocculant of high molecular weight. The method involves increasing the mean shear rate (G = 0–1516 s<sup>−1</sup>). Each increment represents a new experiment that starts from the base of 273 s<sup>−1</sup>. Target aggregates are increasingly fragmented as mechanical disturbance increases. The monotonic relationship between the mean shear rate increments (ΔG) and the final size of the aggregates is used for a quantitative estimate of the resistance of the target aggregates since this resistance underlies this relationship. The evolution of aggregate size is analyzed by the Focused Beam Reflectance Measurement (FBRM) method, which may capture the chord length distribution on concentrated slurries. To estimate and compare the resistance of the target aggregates in solutions with different salinities, a pseudo-first-order model that describes the rupture degree as a function of shear rate increments obtains the characteristic shear rate. The rupture percentage is reached with considerably lower agitation increments at higher salinity than at low salinity. This criterion is expected to help improve the efficiency of solid–liquid separation processes, especially in plants operating with seawater, be it raw or partially desalinated. |
topic |
kaolin flocculation aggregate strength salinity flocculation kinetic flocculation mechanism |
url |
https://www.mdpi.com/2075-163X/11/7/713 |
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