Aerobic granular sludge reactor treating anaerobically pretreated brewery wastewater at different loading rates

Santo Fabio Corsino; Michele Torregrossa; Giulio Munz; Tanner Ryan Devlin; Alessandro Di Biase; Jan A. Oleszkiewicz

Aerobic granular sludge reactor treating anaerobically pretreated brewery wastewater at different loading rates

Santo Fabio Corsino, Michele Torregrossa, Giulio Munz, Tanner Ryan Devlin, Alessandro Di Biase, Jan A. Oleszkiewicz

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Risultato della ricerca: Conference contribution

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
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

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Aerobic granular sludge reactor treating anaerobically pretreated brewery wastewater at different loading rates. / Corsino, Santo Fabio ; Torregrossa, Michele; Munz, Giulio; Devlin, Tanner Ryan; Di Biase, Alessandro; Oleszkiewicz, Jan A.

91st Annual Water Environment Federation Technical Exhibition and Conference, WEFTEC 2018. 2018. pag. 2295-2298.

Risultato della ricerca: Conference contribution

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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.",

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AU - Corsino, Santo Fabio

AU - Torregrossa, Michele

AU - Munz, Giulio

AU - Devlin, Tanner Ryan

AU - Di Biase, Alessandro

AU - Oleszkiewicz, Jan A.

PY - 2018

Y1 - 2018

N2 - 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.

AB - 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.

UR - http://hdl.handle.net/10447/387856

M3 - Conference contribution

SN - 9781510877474

SP - 2295

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BT - 91st Annual Water Environment Federation Technical Exhibition and Conference, WEFTEC 2018

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