title: Breakage and growth towards a stable aerobic granule size during the treatment of wastewater.
abstract: To better understand granule growth and breakage processes in aerobic granular sludge systems, the particle size of aerobic granules was tracked over 50 days of wastewater treatment within four sequencing batch reactors fed with abattoir wastewater. These experiments tested a novel hypothesis stating that granules equilibrate to a certain stable granule size (the critical size) which is determined by the influence of process conditions on the relative rates of granule growth and granule breakage or attrition. For granules that are larger than the critical size, granule breakage and attrition outweighs granule growth, and causes an overall reduction in granule size. For granules at the critical size, the overall growth and size reduction processes are balanced, and granule size is stable. For granules that are smaller than the critical size, granule growth outweighs granule breakage and attrition, and causes an overall increase in granule size. The experimental reactors were seeded with mature granules that were either small, medium, or large sized, these having respective median granule sizes of 425 μm, 900 μm and 1125 μm. An additional reactor was seeded with a mixture of the sized granules to represent the original source of the granular sludge. The experimental results were analysed together with results of a previous granule formation study that used mixed seeding of granules and floccular sludge. The analysis supported the critical size hypothesis and showed that granules in the reactors did equilibrate towards a common critical size of around 600-800 μm. Accordingly, it is expected that aerobic granular reactors at steady-state operation are likely to have granule size distributions around a characteristic critical size. Additionally, the results support that maintaining a quantity of granules above a particular size is important for granule formation during start-up and for process stability of aerobic granule systems. Hence, biomass washout needs to be carefully managed to optimize granule formation during the reactor start-up.
authors.affiliation: Advanced Water Management Centre, The University of Queensland, QLD 4072, Australia. marieskaverawaty@yahoo.com
authors.forename: Marieska
authors.initials: M
authors.lastname: Verawaty
authors.forename: Stephan
authors.initials: S
authors.lastname: Tait
authors.forename: Maite
authors.initials: M
authors.lastname: Pijuan
authors.forename: Zhiguo
authors.initials: Z
authors.lastname: Yuan
authors.forename: Philip L
authors.initials: PL
authors.lastname: Bond
mesh_terms: D000003:Abattoirs; D000332:Aerobiosis; D018533:Biomass; D019149:Bioreactors / Q000382:microbiology; D010316:Particle Size; D012722:Sewage; D014865:Waste Disposal, Fluid / Q000295:instrumentation / Q000379:methods*; D062065:Wastewater
chemical_list: D012722:Sewage; D062065:Wastewater
keywords: Aerobic granules; Breakage; Critical granule size; Growth; Wastewater treatment