Skip to main page content
U.S. flag

An official website of the United States government

Dot gov

The .gov means it’s official.
Federal government websites often end in .gov or .mil. Before sharing sensitive information, make sure you’re on a federal government site.

Https

The site is secure.
The https:// ensures that you are connecting to the official website and that any information you provide is encrypted and transmitted securely.

Access keys NCBI Homepage MyNCBI Homepage Main Content Main Navigation
. 2023 Jan 10;20(2):1276.
doi: 10.3390/ijerph20021276.

Degradation of Agro-Industrial Wastewater Model Compound by UV-A-Fenton Process: Batch vs. Continuous Mode

Affiliations

Degradation of Agro-Industrial Wastewater Model Compound by UV-A-Fenton Process: Batch vs. Continuous Mode

Nuno Jorge et al. Int J Environ Res Public Health. .

Abstract

The degradation of a model agro-industrial wastewater phenolic compound (caffeic acid, CA) by a UV-A-Fenton system was investigated in this work. Experiments were carried out in order to compare batch and continuous mode. Initially, batch experiments showed that UV-A-Fenton at pH 3.0 (pH of CA solution) achieved a higher generation of HO•, leading to high CA degradation (>99.5%). The influence of different operational conditions, such as H2O2 and Fe2+ concentrations, were evaluated. The results fit a pseudo first-order (PFO) kinetic model, and a high kinetic rate of CA removal was observed, with a [CA] = 5.5 × 10−4 mol/L, [H2O2] = 2.2 × 10−3 mol/L and [Fe2+] = 1.1 × 10−4 mol/L (kCA = 0.694 min−1), with an electric energy per order (EEO) of 7.23 kWh m−3 order−1. Under the same operational conditions, experiments in continuous mode were performed under different flow rates. The results showed that CA achieved a steady state with higher space-times (θ = 0.04) in comparison to dissolved organic carbon (DOC) removal (θ = 0−0.020). The results showed that by increasing the flow rate (F) from 1 to 4 mL min−1, the CA and DOC removal rate increased significantly (kCA = 0.468 min−1; kDOC = 0.00896 min−1). It is concluded that continuous modes are advantageous systems that can be adapted to wastewater treatment plants for the treatment of real agro-industrial wastewaters.

Keywords: UV-A LEDs; caffeic acid; electric energy per order; environmental impact; photo-Fenton; winery wastewater.

PubMed Disclaimer

Conflict of interest statement

The authors declare no conflict of interest.

Figures

Figure 1
Figure 1
Schematic representation of UV-A LEDs lab-scale reactor with peristaltic pump.
Figure 2
Figure 2
Assessment of different AOPs in (a) CA removal and ORP variation and (b) H2O2 consumption and Fe2+ concentration. Operational conditions: [CA] = 5.5 × 10−4 mol L−1, [H2O2] = 2.2 × 10−3 mol L−1, [Fe2+] = 1.1 × 10−4 mol L−1, pH = 3.0, agitation 150 rpm, temperature = 298 K, radiation UV-A, IUV = 32.7 W m−2, t = 15 min.
Figure 3
Figure 3
Effect of pH in (a) CA removal and (b) H2O2 consumption and Fe2+ concentration. Operational conditions: [CA] = 5.5 × 10−4 mol L−1, [H2O2] = 22 × 10−4 mol L−1, [Fe2+] = 1.1 × 10−4 mol L−1, agitation 150 rpm, temperature = 298 K, radiation UV-A, IUV = 32.7 W m−2, t = 15 min.
Figure 4
Figure 4
Evaluation of H2O2:CA molar ratio in (a) CA removal and (b) H2O2 consumption and Fe2+ concentration. Operational conditions: [CA] = 5.5 × 10−4 mol/L, [Fe2+] = 1.1 × 10−4 mol L−1, pH = 3.0, agitation 150 rpm, temperature = 298 K, radiation UV-A, IUV = 32.7 W m−2, t = 15 min.
Figure 5
Figure 5
Outcome of several concentrations of H2O2 in CA degradation by the UV-A-Fenton process; (a) dependence on the kinetic constant rates; (b) electric energy per order (EEO).
Figure 6
Figure 6
Assessment of the H2O2:Fe2+ molar ratio in (a) CA degradation and (b) H2O2 consumption and Fe2+ concentration. Operational conditions: [CA] = 5.5 × 10−4 mol L−1, [H2O2] = 2.2 × 10−3 mol L−1, pH = 3.0, agitation 150 rpm, temperature = 298 K, radiation UV-A, IUV = 32.7 W m−2, t = 15 min.
Figure 7
Figure 7
Outcome of several concentrations of Fe2+ in CA degradation by UV-A-Fenton process; (a) dependence on the kinetic constant rates; (b) electric energy per order (EEO).
Figure 8
Figure 8
Assessment of different flow rates (1–4 mL min−1) in (a) CA and DOC removal; (b) H2O2 and Fe2+ concentration available as function of θ. Operational conditions: [CA] = 5.5 × 10−4 mol L−1, [Fe2+] = 1.1 × 10−4 mol L−1, pH = 3.0, agitation 150 rpm, temperature = 298 K, radiation UV-A, IUV = 32.7 W m−2, HRT = 15 min.
Figure 9
Figure 9
Dependence of the kinetic constant (k) to the flow rate (F) of the continuous mode reactor.

References

    1. Alayu E., Yirgu Z. Advanced technologies for the treatment of wastewaters from agro-processing industries and cogeneration of by-products: A case of slaughterhouse, dairy and beverage industries. Int. J. Environ. Sci. Technol. 2018;15:1581–1596. doi: 10.1007/s13762-017-1522-9. - DOI
    1. Rajagopal R., Saady N.M.C., Torrijos M., Thanikal J.V., Hung Y.T. Sustainable agro-food industrial wastewater treatment using high rate anaerobic process. Water. 2013;5:292–311. doi: 10.3390/w5010292. - DOI
    1. Amor C., Marchão L., Lucas M.S., Peres J.A. Application of advanced oxidation processes for the treatment of recalcitrant agro-industrial wastewater: A review. Water. 2019;11:205. doi: 10.3390/w11020205. - DOI
    1. Krzemińska D., Neczaj E., Borowski G. Advanced oxidation processes for food industrial wastewater decontamination. J. Ecol. Eng. 2015;16:61–71. doi: 10.12911/22998993/1858. - DOI
    1. Spennati E., Casazza A.A., Converti A. Winery wastewater treatment by microalgae to production purposes. Energies. 2020;13:2490. doi: 10.3390/en13102490. - DOI

Publication types

LinkOut - more resources