2013
DOI: 10.4136/ambi-agua.1230
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Submerged Membrane Bioreactor (sMBR): a promising alternative to wastewater treatment for water reuse

Abstract: RESUMOAs tecnologias disponíveis para o tratamento e reúso de água a partir de esgotos sanitários abrangem um vasto número de opções, sendo os Biorreatores com Membranas Submersas considerados elementos chaves pelo papel que podem desempenhar em esquemas de reúso de água. Neste sentido, este estudo teve como objetivo apresentar um entendimento do status atual de aplicação dos BRMs, bem como apresentar os resultados de uma unidade piloto com membranas submersas do tipo placa plana tratando esgoto sanitário prov… Show more

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Cited by 8 publications
(8 citation statements)
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“…O uso de tratamentos biológicos em conjunto com processos de separação por membranas, Biorreatores com Membranas (BRM), aplicados ao tratamento de esgoto doméstico é uma alternativa eficiente e economicamente viável para fornecer efluentes de excelente qualidade (Hoinkis et al, 2012;Subtil et al, 2013;.…”
Section: Introductionunclassified
“…O uso de tratamentos biológicos em conjunto com processos de separação por membranas, Biorreatores com Membranas (BRM), aplicados ao tratamento de esgoto doméstico é uma alternativa eficiente e economicamente viável para fornecer efluentes de excelente qualidade (Hoinkis et al, 2012;Subtil et al, 2013;.…”
Section: Introductionunclassified
“…However, the effluent is free of suspended solids and low in turbidity and color, and could perhaps be a candidate for a post-treatment for reclamation for non-drinking uses. In fact, reuse of domestic wastewater was the main focus of Subtil et al (2013), where the effluent treated by MBR showed COD, turbidity and color of 24 mg L -1 , 0.29 NTU and 25 uC, respectively. However, the COD of raw the wastewater was only one half that of the mall wastewater (approximately of 1,000 mg L -1 ).…”
Section: Resultsmentioning
confidence: 99%
“…The COD in the permeate during the MBR operation remained stable with a mean of 189.4 mg L -1 ± 30.2 mg L -1 , even with the variations of organic load presented by the raw sewage in Figure 3. Subtil et al (2013) suggested that COD in the permeate is attributable mainly to the non-biodegradable and non-transformed soluble organic matter that has passed through the physical barrier of the membrane. We used a high organic load, and maybe an overload on activated sludge, and no further degradation of the organic matter was possible.…”
Section: Resultsmentioning
confidence: 99%
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“…MBR systems explore the high separation capacity of membranes to remove the biomass, allowing system operation from low to high biomass concentration as Mixed Liquor Suspended Solids (MLSS) (8 -15 g MLSS.L -1 ) and also with a high range of solids retention time (SRT) (10 -30 days) when operating on a full-scale system, resulting in a high-quality effluent (ideal for water reuse), as well as a system with reduced implantation area, up to 40% smaller compared to the conventional activated sludge arrangement (Judd, 2006;Subtil et al, 2013;Karim & Mark, 2017).…”
Section: Introductionmentioning
confidence: 99%