Strength assessment of Al-Humic and Al-Kaolin aggregates by intrusive and non-intrusive methods

Author(s)

Moruzzi, Rodrigo B. ^{[1, 2]} ; da Silva, Pedro Grava ^[3] ; Sharifi, Soroosh ^[4] ; Campos, Luiza C. ^[1] ; Gregory, John ^[1]

Affiliation

^[1] UCL, Dept Civil Environm & Geomat Engn, Gower St, London WC1E 6BT - England

^[2] Univ Estadual Paulista, UNESP, Inst Geociencias & Ciencias Exatas, Av 24-A, 1515, BR-13506900 Rio Claro, SP - Brazil

^[3] Univ Estadual Paulista, UNESP, Programa Posgrad Engn Civil & Ambiental, Av 24-A, 1515, BR-13506900 Rio Claro, SP - Brazil

^[4] Univ Birmingham, Dept Civil Engn, Birmingham B15 2TT, W Midlands - England

• Document type: Journal article
• Source: Separation and Purification Technology; v. 217, p. 265-273, JUN 15 2019.
• Web of Science Citations: 0

Abstract

Resistance to breakage is a critical property of aggregates generated in water and wastewater treatment processes. After flocculation, aggregates should ideally keep their physical characteristics (i.e. size and morphology), to result in the best performance possible by individual separation processes. The integrity of aggregates after flocculation depends upon their capacity to resist shear forces while transported through canals, passages, apertures, orifices and other hydraulic units. In this study, the strength of Al-Humic and Al-Kaolin aggregates was investigated using two macroscopic measurement techniques, based on both intrusive and non-intrusive methods, using image analysis and light scattering based equipment. Each technique generates different information which was used for obtaining three floc strength indicators, namely, strength factor (SF), local stress from the hydrodynamic disturbance (sigma) and the force coefficient (gamma) for two different study waters. The results showed an increasing trend for the SF of both Al-Humic and Al-Kaolin aggregates, ranging from 29.7% to 78.6% and from 33.3% to 85.2%, respectively, in response to the increase of applied shear forces during flocculation (from 20 to 120 s(-1)). This indicates that aggregates formed at higher shear rates are more resistant to breakage than those formed at lower rates. In these conditions, sigma values were observed to range from 0.07 to 0.44 N/m(2) and from 0.08 to 0.47 N/m(2) for Al-Humic and Al-Kaolin, respectively. Additionally, it was found that for all studied conditions, the resistance of aggregates to shear forces was nearly the same for Al-Humic and Al-Kaolin aggregates, formed from destabilized particles using sweep coagulation. These results suggest that aggregate strength may be mainly controlled by the coagulant, emphasizing the importance of the coagulant selection in water treatment. In addition, the use of both intrusive and non-intrusive techniques helped to confirm and expand previous experiments recently reported in literature. (AU)

• FAPESP's process: 17/19195-7 - Numerical and morphological dynamics of fractal aggregates formed during flocculation and their effects on solid-liquid separation
• Grantee: Rodrigo Braga Moruzzi
• Support Opportunities: Scholarships abroad - Research