Continuous aerobic granular sludge activated by a contracted final settler and associated hydraulic measures
Daoqi Wu (Beijing University of Civil Engineering and Architecture)
Xiaodi Hao (Beijing University of Civil Engineering and Architecture)
Hongyu Wei (Beijing University of Civil Engineering and Architecture)
Yuanyuan Wu (Beijing University of Civil Engineering and Architecture)
Mark C.M. van Loosdrecht (Beijing University of Civil Engineering and Architecture, TU Delft - Applied Sciences)
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Abstract
A contracted & baffled final settler, with a low H (height)/D (diameter) ratio and a high hydraulic selective pressure (HSP) imposed by elevating up-flow velocity by influent or effluent, was applied to promote in-situ granulation in a continuous biological nutrient removal (BNR) process. Under observational HSPobs = 0.9–3.2 m3/(m2·h), baffles could retain potential granules, and wash out flocs via 4–5 times higher up-flow velocity through baffle gaps. Continuous granulation was efficient within 44 d (HSPobs = 0.9–1.9 m3/m2·h): granulation increased to 42%, and SVI30 decreased to 52 mL/g from 97 mL/g, with COD ≥ 85%, TN ≥ 90% and TP ≥ 90%. A higher HSPobs (1.9–3.2 m3/m2·h) produced bigger granules (700 μm) and a higher granulation (95%). Extracellular polymeric substances (EPS), interfacial thermodynamics analysis indicated the settler selectively enriched granules with enhanced compactness. Microbial analysis revealed the enrichment of floc-forming bacteria and filamentous bacteria. This study provides an efficient and simple method for continuous granulation.
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