The paper reports the results of an experimental investigation aimed at transferring to demonstrative scale an innovative technology (SBBGR-Sequencing Batch Biofilter Granular Reactor) for the treatment of municipal and industrial wastewater by financial support of the EU Life programme. When this technology was applied for treating municipal wastewater, the results showed that the system was able to remove 80-90% of COD, total suspended solids and ammonia independently of the hydraulic residence time investigated (i.e., from 12 to 4 h). In the case of tannery wastewater, chosen as representative of concentrated industrial wastewater, SBBGR technology was suitable for removing 80-90% of the COD, suspended solids and ammonia content up to organic loading values of 3.5 kg COD/m(3.)d. During both periods, the process was characterised by a very high sludge age value (theta(c) approximate to 150 d) that led to a biomass concentration as high as 35 gTSS/L(bed) and a sludge production much lower (5-6 times lower) that than commonly reported for conventional treatment plants.

TECHNOLOGICAL TRANSFER TO DEMOSTRATIVE SCALE OF SEQUENCING BATCH GRANULAR REACTOR (SBBGR) TECHNOLOGY FOR MUNICIPAL AND INDUSTRIAL WASTEWATER TREATMENT

DI IACONI C;DE SANCTIS M;ROSSETTI S;RAMADORI R
2008

Abstract

The paper reports the results of an experimental investigation aimed at transferring to demonstrative scale an innovative technology (SBBGR-Sequencing Batch Biofilter Granular Reactor) for the treatment of municipal and industrial wastewater by financial support of the EU Life programme. When this technology was applied for treating municipal wastewater, the results showed that the system was able to remove 80-90% of COD, total suspended solids and ammonia independently of the hydraulic residence time investigated (i.e., from 12 to 4 h). In the case of tannery wastewater, chosen as representative of concentrated industrial wastewater, SBBGR technology was suitable for removing 80-90% of the COD, suspended solids and ammonia content up to organic loading values of 3.5 kg COD/m(3.)d. During both periods, the process was characterised by a very high sludge age value (theta(c) approximate to 150 d) that led to a biomass concentration as high as 35 gTSS/L(bed) and a sludge production much lower (5-6 times lower) that than commonly reported for conventional treatment plants.
2008
Istituto di Ricerca Sulle Acque - IRSA
aerobic granulation at demonstrative scale
municipal wastewater treatment
SBBGR system
sludge production
tannery wastewater treatment
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/36442
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