Abstract
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 pretreatment.
Lingua originale | English |
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Titolo della pubblicazione ospite | 91st Annual Water Environment Federation Technical Exhibition and Conference, WEFTEC 2018 |
Pagine | 2295-2298 |
Numero di pagine | 4 |
Stato di pubblicazione | Published - 2018 |
All Science Journal Classification (ASJC) codes
- Ecological Modelling
- Environmental Chemistry
- Pollution
- Waste Management and Disposal
- Water Science and Technology