Small and medium breweries discharging to municipal sewers without treatment generate significant loads with typical concentrations reported by Valta et al. (2014) as 2-6 g COD L-1, 25-80 mg TN L-1, 10-50 mg TP L-1, with pH between 4.5 and 12. Treatment of the high-strength wastewater requires specialized low footprint processes, such as aerobic granular sludge (AGS), capable of high-rate degradation, as well as simultaneous nitrogen and phosphorous removal (Wang et al., 2007). The objective of this study was to evaluate the start-up period of AGS receiving brewery wastewater after initial anaerobic pre-treatment.
|Titolo:||Anaerobic moving bed biofilm reactor followed by aerobic granular sludge for brewery wastewater treatment|
|Citazione:||di Biase, A., Corsino, S., Devlin, T., Torregrossa, M., Munz, G., & Oleszkiewicz, J.Anaerobic moving bed biofilm reactor followed by aerobic granular sludge for brewery wastewater treatment.|
|Appare nelle tipologie:||2.08 Abstract in atti di convegno pubblicato in volume|
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