Performance of coagulation-flocculation followed by ultra-violet/ultrasound activated persulfate/hydrogen peroxide for landfill leachate treatment

The advanced oxidation processes (AOPs) were assessed for enhancing the treatment of stabilized landfill leachate previously pretreated using coagulation-flocculation (C-F). The primary treatment by C-F using 20 g.L−1 of FeCl3 (optimal coagulant dosage) has removed 71% of chemical oxidation demand (...

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Bibliographic Details
Published in:Scientific African Vol. 17; p. e01312
Main Authors: Bellouk, Hamza, Mrabet, Imane El, Tanji, Karim, Nawdali, Mostafa, Benzina, Mourad, Eloussaief, Mabrouk, Zaitan, Hicham
Format: Journal Article
Language:English
Published: Elsevier B.V 01-09-2022
Elsevier
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Summary:The advanced oxidation processes (AOPs) were assessed for enhancing the treatment of stabilized landfill leachate previously pretreated using coagulation-flocculation (C-F). The primary treatment by C-F using 20 g.L−1 of FeCl3 (optimal coagulant dosage) has removed 71% of chemical oxidation demand (COD) and 95% of turbidity. Thereafter, secondary treatment was applied using different system combinations of two inorganic oxidants (potassium persulfate, K2S2O8 (PS) (1500 mg. L−1) and hydrogen peroxide, H2O2 (1327 mg. L−1)) that were used simultaneously or separately with UV-A and/or ultrasonic (US) irradiations. The obtained results indicated that the oxidation systems with the presence of H2O2 were more efficient than other systems. Indeed, the H2O2-PS-US-UV-A system reached the highest COD removal of 89%, while PS-based combinations were the less efficient (PS alone 19%, PS-UV-A 22%, PS-US 32%, and PS-US-UV-A 35%). Hence, the sequential process including C-F as pretreatment followed by the application of the H2O2-PS-US-UV-A system has proven high efficiency for COD removal, absorbance at 254 nm, and color number of 97%, 97%, and 99%, respectively. The sequential application of AOPs after preliminary treatment using coagulation-flocculation is a promising alternative to reducing the high organic load of stabilized leachate and that could be largely applied to other types of effluents.
ISSN:2468-2276
2468-2276
DOI:10.1016/j.sciaf.2022.e01312