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Analysis of Ozonation Processes Using Coupled Modeling of Fluid Dynamics, Mass Transfer, and Chemical Reaction Kinetics.
Lian, Boyue; Jiang, Qi; Garg, Shikha; Wang, Yuan; Yuan, Yuting; Waite, T David.
Afiliação
  • Lian B; Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney 2052, Australia.
  • Jiang Q; Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney 2052, Australia.
  • Garg S; Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney 2052, Australia.
  • Wang Y; Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney 2052, Australia.
  • Yuan Y; UNSW Centre for Transformational Environmental Technologies, Yixing, Jiangsu 214200, P.R. China.
  • Waite TD; Water Research Centre, School of Civil and Environmental Engineering, University of New South Wales, Sydney 2052, Australia.
Environ Sci Technol ; 56(7): 4377-4385, 2022 04 05.
Article em En | MEDLINE | ID: mdl-35319191
ABSTRACT
The efficacy of oxidation of recalcitrant organic contaminants in municipal and industrial wastewaters by ozonation is influenced by chemical reaction kinetics and hydrodynamics within a reactor. A 3D computational fluid dynamics (CFD) model incorporating both multiphase flow and reaction kinetics describing ozone decay, hydroxyl radical (•OH) generation, and organic oxidation was developed to simulate the performance of continuous flow ozonation reactors. Formate was selected as the target organic in this study due to its well-understood oxidation pathway. Simulation results revealed that the dissolved ozone concentration in the reactor is controlled by rates of O3(g) interphase transfer and ozone self-decay. Simulations of the effect of various operating conditions showed that the reaction stoichiometric constraints between formate and ozone were reached; however, complete utilization of gas phase ozone was hard to achieve due to the low ozone interphase mass transfer rate. Increasing the O3(g) concentration leads to an increase in the formate removal rate by ∼5% due to an enhancement in the rate of O3(g) interphase mass transfer. The CFD model adequately describes the mass transfer occurring in the two-phase flow system and confirms that O3(g) interphase mass transfer is the rate-limiting step in contaminant degradation. The model can be used to optimize the ozone reactor design for improved contaminant degradation and ozonation efficiency.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Ozônio / Poluentes Químicos da Água / Purificação da Água Idioma: En Ano de publicação: 2022 Tipo de documento: Article

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Ozônio / Poluentes Químicos da Água / Purificação da Água Idioma: En Ano de publicação: 2022 Tipo de documento: Article