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A case for aerobic sludge granulation: from pilot to full scale
Author(s) -
Honggang Yang,
Juan Li,
Jun Liu,
Libin Ding,
Tingna Chen,
Guolong Huang,
Jia-Man Shen
Publication year - 2015
Publication title -
journal of water reuse and desalination
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.548
H-Index - 16
eISSN - 2408-9370
pISSN - 2220-1319
DOI - 10.2166/wrd.2015.188
Subject(s) - granule (geology) , granulation , sequencing batch reactor , wastewater , mixed liquor suspended solids , bioreactor , chemistry , chemical oxygen demand , pulp and paper industry , suspended solids , sewage treatment , scale up , waste management , environmental science , environmental engineering , activated sludge , materials science , engineering , organic chemistry , classical mechanics , physics , composite material
A pilot-scale sequencing batch reactor (SBR) treating 120 m3/d of a town's wastewater was set up in 2009 and aerobic granules with a mean diameter of 0.28 mm, mixed liquor suspended solids (MLSS) of 7,500 mg/L and sludge volume index (SVI)30 of 43 mL/g were achieved. A full-scale SBR with 50,000 m3/d for treating a town's wastewater was operated in 2010 and aerobic granules with a mean MLSS of 2,285 mg/L and SVI30 of 52.5 mL/g were obtained. Aerobic granules had excellent performances of chemical oxygen demand (COD) and NH4+-N removal and remained stable for a long time. Raw wastewater and SBR operating mode had a positive effect on aerobic granule formation. Therefore, aerobic granular technology could be successfully applied in the full-scale bioreactor under specific conditions. Future development of aerobic granular technology is the application in full-scale continuous-flow reactors.

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