Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
6664334 | Journal of Environmental Chemical Engineering | 2017 | 28 Pages |
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 < 100 mL gâ1 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 30 min and a food-to-microorganism ratio (F/M) from 30 to 35 g COD gâ1 VSS dayâ1. 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 0.07 g NH4+-N assimilated gâ1 VSS produced). Feeding a more biodegradable influent to the selector (up to 45 g BOD gâ1 VSS dayâ1) enhanced its effectiveness, whereas increasing the supply of particulate matter (up to 139.6 g COD gâ1 VSS dayâ1) 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.
Related Topics
Physical Sciences and Engineering
Chemical Engineering
Chemical Engineering (General)
Authors
M.A. Cardete, J. Mata-Álvarez, J. Dosta, R. Nieto-Sánchez,