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- W2145883281 abstract "A pilot-scale anaerobic-anoxic-oxic (A <sup xmlns:mml=http://www.w3.org/1998/Math/MathML xmlns:xlink=http://www.w3.org/1999/xlink>2</sup> O) bioreactor with 125 m <sup xmlns:mml=http://www.w3.org/1998/Math/MathML xmlns:xlink=http://www.w3.org/1999/xlink>3</sup> ldrd <sup xmlns:mml=http://www.w3.org/1998/Math/MathML xmlns:xlink=http://www.w3.org/1999/xlink>-1</sup> capacity was tested for treating real low strength municipal wastewater. The results showed that when the hydraulic retention time (HRT) was 9.6 h , the sludge retention time (SRT) was 15 d, the sludge recycling ratio (SRR) and mixed liquor recycling ratio (MLRR) were 0.5 and 1.5 respectively, the effluent could meet the first A order (China GB18918-2002) .It was suggested that the operational state could be well known according to the changes of DO & ORP on-line sensors." @default.
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- W2145883281 date "2009-06-01" @default.
- W2145883281 modified "2023-10-14" @default.
- W2145883281 title "Parameters Optimization of Modified A²O Process for Low Strength Municipal Wastewater Treatment" @default.
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- W2145883281 doi "https://doi.org/10.1109/icbbe.2009.5163170" @default.
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