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Campo DC | Valor | Idioma |
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dc.contributor.author | Vilar, Vítor Jorge Pais | - |
dc.contributor.author | Rocha, Elisângela Maria Rodrigues | - |
dc.contributor.author | Mota, Francisco Suetônio Bastos | - |
dc.contributor.author | Fonseca, Amélia | - |
dc.contributor.author | Saraiva, Isabel | - |
dc.contributor.author | Boaventura, Rui Alfredo da Rocha | - |
dc.date.accessioned | 2023-05-24T10:53:18Z | - |
dc.date.available | 2023-05-24T10:53:18Z | - |
dc.date.issued | 2011 | - |
dc.identifier.citation | 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. | pt_BR |
dc.identifier.issn | 0043-1354 | - |
dc.identifier.uri | http://www.repositorio.ufc.br/handle/riufc/72447 | - |
dc.description.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. | pt_BR |
dc.language.iso | en | pt_BR |
dc.publisher | Water Research | pt_BR |
dc.rights | Acesso Aberto | pt_BR |
dc.subject | Sanitary landfill Leachate | pt_BR |
dc.subject | Solar-driven photo-Fenton | pt_BR |
dc.subject | Anoxic and aerobic biological treatment | pt_BR |
dc.subject | Pilot plant | pt_BR |
dc.title | Treatment of a sanitary landfill leachate using combined solar photo-Fenton and biological immobilized biomass reactor at a pilot scale | pt_BR |
dc.type | Artigo de Periódico | pt_BR |
Aparece nas coleções: | DEHA - Artigos publicados em revista científica |
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2011_art_vjpvilar1.pdf | 613,35 kB | Adobe PDF | Visualizar/Abrir |
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