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Numerical and experimental analysis of oxygen transfer in bubble columns: Assessment of predicting the oxygen-transfer rate in clean water and with surfactant solutions
Karlstad University, Faculty of Health, Science and Technology (starting 2013), Department of Engineering and Chemical Sciences (from 2013).ORCID iD: 0000-0002-3923-9807
Karlstad University, Faculty of Health, Science and Technology (starting 2013), Department of Engineering and Chemical Sciences (from 2013).
Karlstad University, Faculty of Health, Science and Technology (starting 2013), Department of Engineering and Chemical Sciences (from 2013).ORCID iD: 0000-0003-1065-1221
Karlstad University, Faculty of Health, Science and Technology (starting 2013), Department of Engineering and Chemical Sciences (from 2013).ORCID iD: 0000-0001-7316-8646
2024 (English)In: Environmental Technology & Innovation, ISSN 2352-1864, Vol. 33, article id 103522Article in journal (Refereed) Published
Abstract [en]

The purpose of this study was to develop a numerical model to estimate the oxygen-transfer rate for a laboratory-scale bottom aeration system at a 1.28 L reactor volume and to contribute to fundamental knowledge regarding the oxygenation of surfactant solutions. The primary goal of the study has been to develop a computational fluid dynamics (CFD) model using Euler–Euler (EE) mixture model coupled with the advection-diffusion equation to predict the oxygen-transfer rate in bubble columns containing clean water. The secondary goal has been to apply the model to water-based solutions containing the surfactant lauric acid (DDA) to identify options for further development of the model to make it applicable to surfactant solution systems. The Sauter mean diameter (SMD) was calculated to represent the average bubble diameter, based on available experimental data for different combinations of superficial velocities rate and DDA concentration. The oxygen-transfer rate in clean water fit well with experimental data at lower superficial velocities, and the differences in volumetric mass-transfer coefficients were 0.7% and 3.3% for superficial velocities of 0.24 cm/s and 0.48 cm/s, respectively. For surfactant solutions, the model overestimates the oxygen-transfer rate due to surfactant adsorption at the bubble/water interface and the consequent decrease in the mass-transfer coefficient not being modeled sufficiently. A correction factor for the mass-transfer coefficient based on a larger sample size of experimental data may need to be calculated and applied to improve model predictability.

Place, publisher, year, edition, pages
Elsevier, 2024. Vol. 33, article id 103522
Keywords [en]
Wastewater treatment, Computational fluid dynamics, Multi-phase modelling, Oxygen transfer, Surfactants, Bubble size distribution
National Category
Chemical Engineering
Research subject
Environmental and Energy Systems
Identifiers
URN: urn:nbn:se:kau:diva-98335DOI: 10.1016/j.eti.2023.103522Scopus ID: 2-s2.0-85181807880OAI: oai:DiVA.org:kau-98335DiVA, id: diva2:1834032
Funder
ÅForsk (Ångpanneföreningen's Foundation for Research and Development), 16-631Available from: 2024-02-02 Created: 2024-02-02 Last updated: 2026-02-12Bibliographically approved

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Rezk, KamalAndersson, FredrikSandberg, MariaLin, Wamei

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