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dc.contributor.authorVilar, Vítor Jorge Pais-
dc.contributor.authorRocha, Elisângela Maria Rodrigues-
dc.contributor.authorMota, Francisco Suetônio Bastos-
dc.contributor.authorFonseca, Amélia-
dc.contributor.authorSaraiva, Isabel-
dc.contributor.authorBoaventura, Rui Alfredo da Rocha-
dc.date.accessioned2023-05-24T10:53:18Z-
dc.date.available2023-05-24T10:53:18Z-
dc.date.issued2011-
dc.identifier.citationVILAR, Vítor Jorge Pais; ROCHA, Elisângela Maria Rodrigues; MOTA, Francisco Suetônio Bastos; FONSECA, Amélia; SARAIVA, Isabel; BOAVENTURA, Rui Alfredo da Rocha. Treatment of a sanitary landfill leachate using combined solar photo-Fenton and biological immobilized biomass reactor at a pilot scale. Water Research, [S. l.], v. 45, n. 8, p. 2647-2658, 2011.pt_BR
dc.identifier.issn0043-1354-
dc.identifier.urihttp://www.repositorio.ufc.br/handle/riufc/72447-
dc.description.abstractA solar photo-Fenton process combined with a biological nitrification and denitrification system is proposed for the decontamination of a landfill leachate in a pilot plant using photocatalytic (4.16 m2 of Compound Parabolic Collectors – CPCs) and biological systems (immobilized biomass reactor). The optimum iron concentration for the photo-Fenton reaction of the leachate is 60 mg Fe2+ L−1. The organic carbon degradation follows a first-order reaction kinetics (k = 0.020 L kJUV−1, r0 = 12.5 mg kJUV−1) with a H2O2 consumption rate of 3.0 mmol H2O2 kJUV−1. Complete removal of ammonium, nitrates and nitrites of the photo-pre-treated leachate was achieved by biological denitrification and nitrification, after previous neutralization/sedimentation of iron sludge (40 mL of iron sludge per liter of photo-treated leachate after 3 h of sedimentation). The optimum C/N ratio obtained for the denitrification reaction was 2.8 mg CH3OH per mg N–NO3−, consuming 7.9 g/8.2 mL of commercial methanol per liter of leachate. The maximum nitrification rate obtained was 68 mg N–NH4+ per day, consuming 33 mmol (1.3 g) of NaOH per liter during nitrification and 27.5 mmol of H2SO4 per liter during denitrification. The optimal phototreatment energy estimated to reach a biodegradable effluent, considering Zahn–Wellens, respirometry and biological oxidation tests, at pilot plant scale, is 29.2 kJUV L−1 (3.3 h of photo-Fenton at a constant solar UV power of 30 W m−2), consuming 90 mM of H2O2 when used in excess, which means almost 57% mineralization of the leachate, 57% reduction of polyphenols concentration and 86% reduction of aromatic content.pt_BR
dc.language.isoenpt_BR
dc.publisherWater Researchpt_BR
dc.rightsAcesso Abertopt_BR
dc.subjectSanitary landfill Leachatept_BR
dc.subjectSolar-driven photo-Fentonpt_BR
dc.subjectAnoxic and aerobic biological treatmentpt_BR
dc.subjectPilot plantpt_BR
dc.titleTreatment of a sanitary landfill leachate using combined solar photo-Fenton and biological immobilized biomass reactor at a pilot scalept_BR
dc.typeArtigo de Periódicopt_BR
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