Use este identificador para citar ou linkar para este item: http://repositorio.ufc.br/handle/riufc/72447
Tipo: Artigo de Periódico
Título: Treatment of a sanitary landfill leachate using combined solar photo-Fenton and biological immobilized biomass reactor at a pilot scale
Autor(es): Vilar, Vítor Jorge Pais
Rocha, Elisângela Maria Rodrigues
Mota, Francisco Suetônio Bastos
Fonseca, Amélia
Saraiva, Isabel
Boaventura, Rui Alfredo da Rocha
Palavras-chave: Sanitary landfill Leachate;Solar-driven photo-Fenton;Anoxic and aerobic biological treatment;Pilot plant
Data do documento: 2011
Instituição/Editor/Publicador: Water Research
Citação: VILAR, 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.
Abstract: A 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.
URI: http://www.repositorio.ufc.br/handle/riufc/72447
ISSN: 0043-1354
Tipo de Acesso: Acesso Aberto
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