Abstract

Selectors have been widely recognized as a solution to control filamentous bulking and consequently enhance sludge settling. However, to guarantee the selector’s effectiveness (Sludge Volumetric Index<100mLg−1 during 90% of the time) in a full-scale installation, it is compulsory to find the proper design and operational parameters, according to the quality of the wastewater treated. In order to identify the key parameters to optimize the selector’s performance, petrochemical wastewater was tested in a pilot-scale activated sludge system including an aerobic selector. The optimum conditions in the selector were an hydraulic retention time (HRT) of 30min and a food-to-microorganism ratio (F/M) from 30 to 35g CODg−1 VSS day−1. They corresponded to the selector’s maximum COD (37.4%) and BOD5 (95.1%) removal efficiency and the dominance of the storage mechanism in front of replicative growth (ratio Nitrogen assimilation-to-Volatile Suspended Solid production of 0.07g NH4+-N assimilated g−1 VSS produced). Feeding a more biodegradable influent to the selector (up to 45g BODg−1 VSS day−1) enhanced its effectiveness, whereas increasing the supply of particulate matter (up to 139.6g CODg−1 VSS day−1) showed a negative effect on sludge settling. The inclusion of the aerobic selector in the activated sludge system, operated at the optimum parameters, resulted in an older aged sludge. Increasing the selector’s F/M above the optimum value or reducing the influent BOD5 produced a progressive loss of efficiency of the activated sludge system and higher oxygen requirements.

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