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首页> 外文期刊>Applied biochemistry and biotechnology, Part A. enzyme engineering and biotechnology >Granulation of Non-filamentous Bulking Sludge Directed by pH, ORP and DO in an Anaerobic/Aerobic/Anoxic SBR
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Granulation of Non-filamentous Bulking Sludge Directed by pH, ORP and DO in an Anaerobic/Aerobic/Anoxic SBR

机译:pH,ORP和DO在厌氧/好氧/缺氧SBR中指导非丝状膨胀污泥的颗粒化

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In an anaerobic/aerobic/anoxic (A/O/A) sequencing batch reactor (SBR), non-filamentous bulking sludge granulated after the adjustment of cycle duration and influent composition directed by pH, oxidation-reduction potential (ORP) and dissolved oxygen (DO). The turning points and plateaux of pH, ORP and DO profiles indicated the end of biochemical reactions, such as chemical oxygen demand (COD) consumption, P release, ammonium oxidation, P uptake and denitrification. The difference of nutrient concentration between the beginning and turning points represented the actual treatment capability of the sludge. Non-filamentous bulking with SVI30 of 255 mL g(-1) resulted in a huge biomass loss. After regulation, the cycle duration was shortened from 310 to 195 min without unnecessary energy input. In addition, the settling ability was obviously improved as SVI30 reduced to 28 mL g(-1). Moreover, matured granules with an average diameter of 600 mu m were obtained after 45 days, and simultaneous COD, ammonium and phosphate (P) removal was also realized after granulation.
机译:在厌氧/好氧/缺氧(A / O / A)顺序批处理反应器(SBR)中,在调整循环持续时间和pH,氧化还原电位(ORP)和溶解氧指导的进水组成后,将非丝状膨化污泥颗粒化(做)。 pH,ORP和DO曲线的转折点和平稳状态表明生化反应的结束,例如化学需氧量(COD)消耗,磷释放,铵氧化,磷吸收和反硝化。起点和终点之间养分浓度的差异代表了污泥的实际处理能力。 255 mL g(-1)的SVI30非丝状填充导致生物量大量损失。调节后,循环持续时间从310分钟缩短至195分钟,而无需输入不必要的能量。此外,随着SVI30降至28 mL g(-1),沉降能力明显提高。此外,在45天后获得平均直径为600μm的成熟颗粒,并且在造粒后也同时去除COD,铵和磷酸盐(P)。

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