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Updated: May 12, 2026

Development of Sulfidogenic Sludge from Marine Sediments and Trichloroethylene Reduction in an Upflow Anaerobic Sludge Blanket Reactor
Published on: October 15, 2015
Continuous aerobic granular sludge activated by a contracted final settler and associated hydraulic measures
Daoqi Wu1, Xiaodi Hao1, Hongyu Wei1
1Sino-Dutch R&D Centre for Future Wastewater Treatment Technologies/Beijing Advanced Innovation Centre of Future Urban Design, Beijing University of Civil Engineering & Architecture, Beijing 100044, China.
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.

