2019
DOI: 10.1016/j.jwpe.2019.100995
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Pilot-scale investigation on the feasibility of simultaneous nitrification and denitrification (SND) in a continuous flow single-stage membrane bioreactor

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Cited by 23 publications
(6 citation statements)
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“…Nevertheless, the lack of obvious nitrite accumulation in the effluent indicated that complete nitrification occurred in the reactors even under the relatively low DO conditionse.g., in R1 and R2. Several studies show that continuous aeration is helpful to complete nitrification acclimation (Boog et al 2018;Hou et al 2018;Chai et al 2019) even under low DO conditions (Subtil et al 2019), which accords with the present study. Complete nitrification was also demonstrated by the obvious nitrate accumulation at 3 to 5 mg/L DO levels (Figure 2(b)).…”
Section: Comparison Of Treatment Performancesupporting
confidence: 93%
See 1 more Smart Citation
“…Nevertheless, the lack of obvious nitrite accumulation in the effluent indicated that complete nitrification occurred in the reactors even under the relatively low DO conditionse.g., in R1 and R2. Several studies show that continuous aeration is helpful to complete nitrification acclimation (Boog et al 2018;Hou et al 2018;Chai et al 2019) even under low DO conditions (Subtil et al 2019), which accords with the present study. Complete nitrification was also demonstrated by the obvious nitrate accumulation at 3 to 5 mg/L DO levels (Figure 2(b)).…”
Section: Comparison Of Treatment Performancesupporting
confidence: 93%
“…Zhang et al (2020b) reported that the SND rate achieved a maximum of 92.3% in an aerobic biofilm system at a DO of 2 mg/L, when treating real industrial/domestic wastewater. Subtil et al (2019) found that TN removal achieved a maximum of 66% in a single-stage membrane bioreactor at a DO of 0.8 + 0.1 mg/L. However, there is still little information about the response of SND rate to different DO levels in biofilm reactors for the treatment of highstrength aquaculture wastewater.…”
Section: Introductionmentioning
confidence: 99%
“…O efluente utilizado neste trabalho é oriundo de um sistema de tratamento piloto composto de tratamento preliminar com grade mecanizada e caixa de areia para a remoção de sólidos grosseiros, transferência a um tanque de equalização (1.000 L) e tratamento em um MBR aeróbio em escala piloto, o mesmo Pós-tratamento de efluente de biorreator com membranas submersas por coagulação/floculação usado por Subtil et al (2019) e Moyano, Delforno e Subtil (2021). O efluente foi coletado do tanque de permeado desse reator.…”
Section: Efluente Utilizadounclassified
“…Entretanto, o permeado produzido pelo sistema SMBR é praticamente isento de sólidos em suspensão (LEMOS et al, 2021;SUBTIL;HESPANHOL;MIERZWA, 2013) e possui compostos orgânicos dissolvidos de baixo peso molecular (CHON et al, 2016), o que pode comprometer a remoção de cor verdadeira e fósforo pelo processo de coagulação/floculação. Isso porque a baixa concentração de partículas reduz as taxas de colisão responsáveis pela formação de flocos, com consequente redução dos efeitos dos mecanismos de floculação por varredura e adsorção (CHENG et al, 2008;LIU et al 2019;SHAMMAS, 2005).…”
unclassified
“…Bacillus subtilis is one of the most commonly used and characteristic microbial ecological agents (Shao et al 2020). This bacterium mainly exists as a spore, with high stability, stress resistance and antibacterial activity (Pepi et al 2016, Subtil et al 2019). B. subtilis can secrete multiple exoenzymes, including protease, lipase, cellulase and soft phospholipase (Lu et al 2018, Cho et al 2019, which may improve water quality, and can inhibit the growth and reproduction of harmful microbes.…”
Section: Introductionmentioning
confidence: 99%