Formation and Hydrodynamic Characteristics of Aerobic Granules in an Activated Sludge System

Abstract

Development of aerobic granules in the aeration tank of an activated sludge system has been studied. The introduction of activated carbon particles into the aeration tank resulted in the formation of biogranules containing activated carbon as core nuclei. The presence of activated carbon also induced the formation of self-immobilized granules, which did not have any carrier particle at their core. The presence of aerobic granules enhanced the treatment efficiency of the reactor. At an organic loading rate of 32.8 kg COD m⁻³d⁻¹ and 0.78 h hydraulic retention time (HRT), the reactor showed 96% COD removal efficiency. At an HRT of 0.272 h and organic loading rate of 46.7 kg COD m⁻³d⁻¹, the reactor outlet COD remained below 100 mg l⁻¹. Settling velocity studies carried out on the biogranules showed that the drag coefficient of biogranules is greater than that of the rigid particle at the same Reynolds number.

Keywords:

• BIOGRANULE
• BIOLOGICAL WASTE TREATMENT
• SETTLING VELOCITY
• DRAG COEFFICIENT