2019
DOI: 10.1590/s1413-41522019092923
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Tratamento de efluentes de lavanderia hospitalar por processo oxidativo avançado: UV/H2O2

Abstract: RESUMO O objetivo deste trabalho foi avaliar o tratamento de efluentes de lavanderia hospitalar por processo oxidativo avançado UV/H2O2. O planejamento fatorial 32 foi empregado de modo a avaliar a influência do pH e da dosagem de peróxido na eficiência do tratamento. Os experimentos de foto-oxidação foram realizados com efluentes coletados na lavanderia do Hospital Universitário Regional de Maringá (HUM). Resultados relativos à caracterização do efluente e às reduções de parâmetros físico-químicos: cor, turbi… Show more

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Cited by 13 publications
(10 citation statements)
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“…Souza et al [6] treated hospital laundry wastewater by applying H2O2 as a function of COD in the following ratios [COD]:[H2O2]. high catalyst concentration [1:5.0], medium catalyst concentration [1:2.5] and low catalyst concentration [1:0.5].…”
Section: B Sampling and Analysismentioning
confidence: 99%
See 1 more Smart Citation
“…Souza et al [6] treated hospital laundry wastewater by applying H2O2 as a function of COD in the following ratios [COD]:[H2O2]. high catalyst concentration [1:5.0], medium catalyst concentration [1:2.5] and low catalyst concentration [1:0.5].…”
Section: B Sampling and Analysismentioning
confidence: 99%
“…high catalyst concentration [1:5.0], medium catalyst concentration [1:2.5] and low catalyst concentration [1:0.5]. The same ratios [COD]:[H2O2] applied by Souza and collaborators [6] for high and medium catalyst concentrations were used in this study. However, a low concentration was fixed at [1:0.3] to optimize catalyst addition.…”
Section: B Sampling and Analysismentioning
confidence: 99%
“…Obtiveram como resultado um aumento de remoção de 36,4% de DQO (demanda química de oxigênio), com relação ao efluente pré-tratado por coagulação-floculação com FeCl 3, o qual apresentava 637,2 mg L -1 de matéria orgânica. Souza et al (2019), por sua vez, trataram com H 2 O 2 /UV efluente de lavanderia hospitalar. O efluente bruto apresentava concentrações iniciais de 217 mg L -1 de DQO, 368 uH de cor e 76 UNT de turbidez.…”
Section: Processo H 2 O 2 /Uvunclassified
“…As a consequence, its main C/F mechanisms are considerably impaired. Souza 172 points out that the addition of CS in effluents with a pH above 9, in addition to not observing the formation of flakes, the treatment was ineffective. Thus, before adding coagulant, the pH was adjusted according to Table 2.…”
Section: Materials and Equipmentmentioning
confidence: 99%