
Ozonation of trace organic compounds in different municipal and industrial wastewaters : kinetic-based prediction of removal efficiency and ozone dose requirements
- Author
- Ze Liu, Yongyuan Yang, Chenjia Shao, Zengwen Ji, Qiaoling Wang, Shijie Wang, Yaping Guo, Kristof Demeestere (UGent) and Stijn Van Hulle (UGent)
- Organization
- Abstract
- For the wide application of ozonation in (industrial and municipal) wastewater treatment, prediction of trace organic compounds (TrOCs) removal and evaluation of energy requirements are essential for its design and operation. In this study, a kinetics approach, based on the correlation between the second order reaction rate constants of TrOCs with ozone and hydroxyl radicals ((OH)-O-center dot) and the ozone and (OH)-O-center dot exposure (i.e., integral (sic)O-3(sic)dt and integral [(OH)-O-center dot]dt, which are defined as the time integral concentration of O-3 and (OH)-O-center dot for a given reaction time), was validated to predict the elimination efficiency in not only municipal wastewaters but also industrial wastewaters. Two municipal wastewater treatment plant effluents from Belgium (HB-effluent) and China (QG-effluent) and two industrial wastewater treatment plant effluents respectively from a China printing and dyeing factory (PD-effluent) and a China lithium-ion battery factory (LZ-effluent) were used for this purpose. The (OH)-O-center dot scavenging rate from the major scavengers (namely alkalinity, effluent organic matter (EfOM) and NO2-) and the total (OH)-O-center dot scavenging rate of each effluent were calculated. The various water matrices and the (OH)-O-center dot scavenging rates resulted in a difference in the requirement for ozone dose and energy for the same level of TrOCs elimination. For example, for more than 90% atrazine (ATZ) abatement in HB-effluent (with a total (OH)-O-center dot scavenging rate of 1.9 x 10(5) s(-1)) the energy requirement was 12.3 x 10(-2) kWh/m(3), which was lower than 30.1 x 10(-2) kWh/m(3) for PD-effluent (with the highest total (OH)-O-center dot scavenging rate of 4.7 x 10(5) s(-1)). Even though the water characteristics of selected wastewater effluents are quite different, the results of measured and predicted TrOCs abatement efficiency demonstrate that the kinetics approach is applicability for the prediction of target TrOCs elimination by ozonation in both municipal and industrial wastewater treatment plant effluents.
- Keywords
- Trace organic compounds (TrOCs), Ozonation, Advanced oxidation process (AOP), Kinetic-based prediction, PERSONAL CARE PRODUCTS, WASTE-WATER TREATMENT, HYDROXYL RADICALS, RATE CONSTANTS, MICROPOLLUTANT ELIMINATION, TRANSFORMATION PRODUCTS, AQUEOUS-SOLUTION, PLANT EFFLUENT, DRINKING-WATER, OXIDATION
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Citation
Please use this url to cite or link to this publication: http://hdl.handle.net/1854/LU-8644070
- MLA
- Liu, Ze, et al. “Ozonation of Trace Organic Compounds in Different Municipal and Industrial Wastewaters : Kinetic-Based Prediction of Removal Efficiency and Ozone Dose Requirements.” CHEMICAL ENGINEERING JOURNAL, vol. 387, 2020, doi:10.1016/j.cej.2019.123405.
- APA
- Liu, Z., Yang, Y., Shao, C., Ji, Z., Wang, Q., Wang, S., … Van Hulle, S. (2020). Ozonation of trace organic compounds in different municipal and industrial wastewaters : kinetic-based prediction of removal efficiency and ozone dose requirements. CHEMICAL ENGINEERING JOURNAL, 387. https://doi.org/10.1016/j.cej.2019.123405
- Chicago author-date
- Liu, Ze, Yongyuan Yang, Chenjia Shao, Zengwen Ji, Qiaoling Wang, Shijie Wang, Yaping Guo, Kristof Demeestere, and Stijn Van Hulle. 2020. “Ozonation of Trace Organic Compounds in Different Municipal and Industrial Wastewaters : Kinetic-Based Prediction of Removal Efficiency and Ozone Dose Requirements.” CHEMICAL ENGINEERING JOURNAL 387. https://doi.org/10.1016/j.cej.2019.123405.
- Chicago author-date (all authors)
- Liu, Ze, Yongyuan Yang, Chenjia Shao, Zengwen Ji, Qiaoling Wang, Shijie Wang, Yaping Guo, Kristof Demeestere, and Stijn Van Hulle. 2020. “Ozonation of Trace Organic Compounds in Different Municipal and Industrial Wastewaters : Kinetic-Based Prediction of Removal Efficiency and Ozone Dose Requirements.” CHEMICAL ENGINEERING JOURNAL 387. doi:10.1016/j.cej.2019.123405.
- Vancouver
- 1.Liu Z, Yang Y, Shao C, Ji Z, Wang Q, Wang S, et al. Ozonation of trace organic compounds in different municipal and industrial wastewaters : kinetic-based prediction of removal efficiency and ozone dose requirements. CHEMICAL ENGINEERING JOURNAL. 2020;387.
- IEEE
- [1]Z. Liu et al., “Ozonation of trace organic compounds in different municipal and industrial wastewaters : kinetic-based prediction of removal efficiency and ozone dose requirements,” CHEMICAL ENGINEERING JOURNAL, vol. 387, 2020.
@article{8644070, abstract = {{For the wide application of ozonation in (industrial and municipal) wastewater treatment, prediction of trace organic compounds (TrOCs) removal and evaluation of energy requirements are essential for its design and operation. In this study, a kinetics approach, based on the correlation between the second order reaction rate constants of TrOCs with ozone and hydroxyl radicals ((OH)-O-center dot) and the ozone and (OH)-O-center dot exposure (i.e., integral (sic)O-3(sic)dt and integral [(OH)-O-center dot]dt, which are defined as the time integral concentration of O-3 and (OH)-O-center dot for a given reaction time), was validated to predict the elimination efficiency in not only municipal wastewaters but also industrial wastewaters. Two municipal wastewater treatment plant effluents from Belgium (HB-effluent) and China (QG-effluent) and two industrial wastewater treatment plant effluents respectively from a China printing and dyeing factory (PD-effluent) and a China lithium-ion battery factory (LZ-effluent) were used for this purpose. The (OH)-O-center dot scavenging rate from the major scavengers (namely alkalinity, effluent organic matter (EfOM) and NO2-) and the total (OH)-O-center dot scavenging rate of each effluent were calculated. The various water matrices and the (OH)-O-center dot scavenging rates resulted in a difference in the requirement for ozone dose and energy for the same level of TrOCs elimination. For example, for more than 90% atrazine (ATZ) abatement in HB-effluent (with a total (OH)-O-center dot scavenging rate of 1.9 x 10(5) s(-1)) the energy requirement was 12.3 x 10(-2) kWh/m(3), which was lower than 30.1 x 10(-2) kWh/m(3) for PD-effluent (with the highest total (OH)-O-center dot scavenging rate of 4.7 x 10(5) s(-1)). Even though the water characteristics of selected wastewater effluents are quite different, the results of measured and predicted TrOCs abatement efficiency demonstrate that the kinetics approach is applicability for the prediction of target TrOCs elimination by ozonation in both municipal and industrial wastewater treatment plant effluents.}}, articleno = {{123405}}, author = {{Liu, Ze and Yang, Yongyuan and Shao, Chenjia and Ji, Zengwen and Wang, Qiaoling and Wang, Shijie and Guo, Yaping and Demeestere, Kristof and Van Hulle, Stijn}}, issn = {{1385-8947}}, journal = {{CHEMICAL ENGINEERING JOURNAL}}, keywords = {{Trace organic compounds (TrOCs),Ozonation,Advanced oxidation process (AOP),Kinetic-based prediction,PERSONAL CARE PRODUCTS,WASTE-WATER TREATMENT,HYDROXYL RADICALS,RATE CONSTANTS,MICROPOLLUTANT ELIMINATION,TRANSFORMATION PRODUCTS,AQUEOUS-SOLUTION,PLANT EFFLUENT,DRINKING-WATER,OXIDATION}}, language = {{eng}}, pages = {{8}}, title = {{Ozonation of trace organic compounds in different municipal and industrial wastewaters : kinetic-based prediction of removal efficiency and ozone dose requirements}}, url = {{http://doi.org/10.1016/j.cej.2019.123405}}, volume = {{387}}, year = {{2020}}, }
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