Analysis of Ozonation Processes Using Coupled Modeling of Fluid Dynamics, Mass Transfer, and Chemical Reaction Kinetics

被引:15
|
作者
Lian, Boyue [1 ]
Jiang, Qi [1 ]
Garg, Shikha [1 ]
Wang, Yuan [1 ,2 ]
Yuan, Yuting [1 ,2 ]
Waite, T. David [1 ,2 ]
机构
[1] Univ New South Wales, Water Res Ctr, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
[2] UNSW Ctr Transformat Environm Technol, Yixing 214200, Jiangsu, Peoples R China
关键词
CFD; chemical kinetics modeling; ozonation; ozone dissolution; ozone decay; organic removal; advanced oxidation processes; FULL-SCALE OZONATION; WASTE-WATER; OZONE DECOMPOSITION; SIMULATION; HYDRODYNAMICS; DISTRIBUTIONS; OXIDATION; BUBBLES; PLANT; FLOW;
D O I
10.1021/acs.est.1c07694
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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)-O-center dot) 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 O-3(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 O-3(g) concentration leads to an increase in the formate removal rate by similar to 5% due to an enhancement in the rate of O-3(g) interphase mass transfer. The CFD model adequately describes the mass transfer occurring in the two-phase flow system and confirms that O-3 (g) interphase mass transfer is the ratelimiting step in contaminant degradation. The model can be used to optimize the ozone reactor design for improved contaminant degradation and ozonation efficiency.
引用
收藏
页码:4377 / 4385
页数:9
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