2019
DOI: 10.18226/23185279.v7iss3p7
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Desempenho das etapas de tratamento de água, da estação de tratamento de água Poxim

Abstract: A água para consumo humano deve atender aos padrões de potabilidade estabelecidos pela Portaria 2914 e Portaria de Consolidação nº 5 do Ministério da Saúde, assim cabe às Estações de Tratamento de Água (ETA) garantir que a mesma chegue ao destino final livre de contaminações. Para isso, a estação de tratamento convencional é composta por mistura rápida, floculação, decantação, filtração e saída da água clorada. Neste trabalho buscou-se avaliar o desempenho das etapas de tratamento na ETA Poxim, localizada em S… Show more

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“…As mentioned before, the data variability between the collections was possibly due to the temporal variations of the raw water quality. Michelan et al (2019) [21] report that rainfall regime may influence the water quality, since the runoff may carry higher organic matter content to the river and consequently more sludge is generated in WTP process. Regarding color and turbidity, the Brazilian legislation does not address limits, however, the values obtained are largely above those presented by Souza and Almeida-Filho (2017) [18] that registered 165 to 3690 uH for the filter sludge and 3560 to 33000 uH for decanter sludge, and for turbidity the results were 285 to 445 uT (filter) and 410 to 2080 uT (decanter) and by Nóbrega et al (2011) [1] that registered 17 to 469 uH for the filter sludge and for turbidity the results were 4 to 297 uT (filter).…”
Section: Resultsmentioning
confidence: 99%
“…As mentioned before, the data variability between the collections was possibly due to the temporal variations of the raw water quality. Michelan et al (2019) [21] report that rainfall regime may influence the water quality, since the runoff may carry higher organic matter content to the river and consequently more sludge is generated in WTP process. Regarding color and turbidity, the Brazilian legislation does not address limits, however, the values obtained are largely above those presented by Souza and Almeida-Filho (2017) [18] that registered 165 to 3690 uH for the filter sludge and 3560 to 33000 uH for decanter sludge, and for turbidity the results were 285 to 445 uT (filter) and 410 to 2080 uT (decanter) and by Nóbrega et al (2011) [1] that registered 17 to 469 uH for the filter sludge and for turbidity the results were 4 to 297 uT (filter).…”
Section: Resultsmentioning
confidence: 99%