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Updated: Feb 7, 2026

Extraction of Structural Extracellular Polymeric Substances from Aerobic Granular Sludge
Published on: September 26, 2016
Novel system configuration with activated sludge like-geometry to develop aerobic granular biomass under continuous
C Cofré1, J L Campos2, D Valenzuela-Heredia2
1Chemical and Environmental Engineering Department, Technical University Federico Santa María, Chile, Ave. España 1680, Valparaíso, Chile.
A novel continuous flow system effectively cultivates aerobic granular sludge, optimizing operational parameters for enhanced settling velocities and sludge volume index. This method offers a promising alternative for wastewater treatment processes.
Area of Science:
- Environmental Engineering
- Biotechnology
- Wastewater Treatment
Background:
- Aerobic granular sludge (AGS) formation is crucial for efficient wastewater treatment.
- Conventional methods like Sequencing Batch Reactors (SBRs) have limitations in continuous operation.
- Developing continuous flow systems for AGS cultivation is an active area of research.
Purpose of the Study:
- To investigate a novel continuous flow system with a "flat geometry" for promoting aerobic granular sludge formation.
- To establish correlations between system parameters and SBR operational characteristics for AGS cultivation.
- To determine optimal operating conditions for enhanced granule properties.
Main Methods:
- A continuous flow system comprising two completely mixed aerobic tanks in series and a settler was designed.
- Experiments were conducted varying the tank volume ratio, biomass recirculation rate, and settler upflow velocity.
- Aerobic granular sludge properties, including settling velocity, sludge volume index (SVI10), and diameter, were measured.
Main Results:
- The optimal tank 1/tank 2 volume ratio was 0.28, with a sludge recycling ratio of 0.25 and a settler upflow velocity of 2.5 m/h.
- Under these conditions, the aerobic aggregates exhibited settling velocities ranging from 29 to 113 m/h.
- The sludge volume index at 10 min (SVI10) was 70 mL/g TSS, and granule diameters ranged from 1.0 to 5.0 mm.
Conclusions:
- The novel continuous flow system successfully promoted the formation of aerobic granular sludge.
- The established operational parameters provide a basis for optimizing continuous AGS cultivation.
- This system offers a viable alternative to SBRs for efficient wastewater treatment through granulation.
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