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DatoValore
TitleAEROBIC GRANULAR SLUDGE SYSTEMS: THE NEW GENERATION OF WASTEWATER TREATMENT TECHNOLOGIES
AbstractThe paper reports the results of a laboratory investigation aimed at evaluating the effectiveness of an innovative technology (SBBGR), based on aerobic granular biomass, for treating diluted (i.e., municipal wastewater) or concentrated wastewater (i.e., municipal landfill leachates). When this technology was applied to the treatment of municipal wastewater, the results showed that even at maximum organic load (i.e., 7 kg COD/m3d), the COD in the treated effluent was lower than 50 mg/L. In addition, TKN removal efficiency resulted higher than 87% up to an organic load of 5.7 kg COD/m3d corresponding to a nitrogen load of 0.8 kg TKN/m3d. Process performances also resulted very satisfactory during the treatment of a mature municipal landfill leachate. In this case, the SBBGR proved suitable for removing the whole content of biodegradable compounds (i.e., about 80% of the COD content of the leachate) up to an applied organic loading value of 1.1 kg COD/m3d. During the whole investigation, the process was characterised by a very low sludge production, about one order of magnitude lower than that of conventional systems.
SourceFIRST MEDITERRANEAN CONGRESS CHEMICAL ENGINEERING FOR ENVIRONMENT, ASS. ITAL. ING. CHIMICA, VENEZIA
Year2006
TypeContributo in atti di convegno
AuthorsDI IACONI C., RAMADORI R., LOPEZ A., PASSINO R.
Text89444 2006 AEROBIC GRANULAR SLUDGE SYSTEMS THE NEW GENERATION OF WASTEWATER TREATMENT TECHNOLOGIES DI IACONI C., RAMADORI R., LOPEZ A., PASSINO R. CNR Istituto di Ricerca sulle Acque The paper reports the results of a laboratory investigation aimed at evaluating the effectiveness of an innovative technology SBBGR , based on aerobic granular biomass, for treating diluted i.e., municipal wastewater or concentrated wastewater i.e., municipal landfill leachates . When this technology was applied to the treatment of municipal wastewater, the results showed that even at maximum organic load i.e., 7 kg COD/m3d , the COD in the treated effluent was lower than 50 mg/L. In addition, TKN removal efficiency resulted higher than 87% up to an organic load of 5.7 kg COD/m3d corresponding to a nitrogen load of 0.8 kg TKN/m3d. Process performances also resulted very satisfactory during the treatment of a mature municipal landfill leachate. In this case, the SBBGR proved suitable for removing the whole content of biodegradable compounds i.e., about 80% of the COD content of the leachate up to an applied organic loading value of 1.1 kg COD/m3d. During the whole investigation, the process was characterised by a very low sludge production, about one order of magnitude lower than that of conventional systems. Proceedings of the First Mediterranean Congress Chemical Engineering for the Environment, Venice, Italy, 4 6 October 2006, pp. 370 377. Ruolo ricoperto primo autore FIRST MEDITERRANEAN CONGRESS CHEMICAL ENGINEERING FOR ENVIRONMENT, ASS. ITAL. ING. CHIMICA VENEZIA Nazionale Contributo Contributo in atti di convegno claudio.diiaconi DI IACONI CLAUDIO antonio.lopez LOPEZ ANTONIO roberto.ramadori RAMADORI ROBERTO TA.P07.001.001 Sviluppo di tecnologie depurative a regime non stazionario