Treatment of winery wastewater in a conventional municipal activated sludge process: five years of experience
Treatment of winery wastewater in a conventional municipal activated sludge process: five years of experience
A full-scale wastewater treatment plant where municipal and winery wastewaters were co-treated was studied for five years. The experimental results showed that suspended solids, COD, nitrogen and phosphorous were effectively removed both during the treatment of municipal wastewater and the co-treatment of municipal and winery wastewater. The sludge production increase from 4 tons to 5.5 tons per day during the harvesting and wine making period. In any case the specific sludge production was 0.2 kgMLVSS per kgCODremoved despite the organic loading increasing. About 70% of the COD was removed through respiration. Also the energy demand increased from 6,000 to 7,000 kWh per day. The estimated costs for the treatment of the winery wastewater was 0.2–0.3 Euros per m3 of treated wastewater. With reference to the process efficiency, the nitrogen removal was just 20%. The co-treatment of municipal and winery wastewater in conventional activated sludge processes can be a feasible solution for the treatment of these streams at relatively low costs.
79-87
Bolzonella, D.
db1451fc-b83e-4610-a146-fcef13af08ac
Zanette, M.
af0e85dd-d420-4cfe-b218-afad6255a92c
Battistoni, P.
2a94baea-0790-45d0-8aff-f3d0829b62a3
Cecchi, F.
d85d999e-d70c-4eb6-bc85-e6277267da91
2007
Bolzonella, D.
db1451fc-b83e-4610-a146-fcef13af08ac
Zanette, M.
af0e85dd-d420-4cfe-b218-afad6255a92c
Battistoni, P.
2a94baea-0790-45d0-8aff-f3d0829b62a3
Cecchi, F.
d85d999e-d70c-4eb6-bc85-e6277267da91
Bolzonella, D., Zanette, M., Battistoni, P. and Cecchi, F.
(2007)
Treatment of winery wastewater in a conventional municipal activated sludge process: five years of experience.
Water Science & Technology, 56 (2), .
(doi:10.2166/wst.2007.475).
Abstract
A full-scale wastewater treatment plant where municipal and winery wastewaters were co-treated was studied for five years. The experimental results showed that suspended solids, COD, nitrogen and phosphorous were effectively removed both during the treatment of municipal wastewater and the co-treatment of municipal and winery wastewater. The sludge production increase from 4 tons to 5.5 tons per day during the harvesting and wine making period. In any case the specific sludge production was 0.2 kgMLVSS per kgCODremoved despite the organic loading increasing. About 70% of the COD was removed through respiration. Also the energy demand increased from 6,000 to 7,000 kWh per day. The estimated costs for the treatment of the winery wastewater was 0.2–0.3 Euros per m3 of treated wastewater. With reference to the process efficiency, the nitrogen removal was just 20%. The co-treatment of municipal and winery wastewater in conventional activated sludge processes can be a feasible solution for the treatment of these streams at relatively low costs.
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Published date: 2007
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Local EPrints ID: 189055
URI: http://eprints.soton.ac.uk/id/eprint/189055
ISSN: 0273-1223
PURE UUID: 006780e0-e730-4620-85f7-9a3a23cb0b17
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Date deposited: 31 May 2011 13:08
Last modified: 14 Mar 2024 03:34
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Author:
D. Bolzonella
Author:
M. Zanette
Author:
P. Battistoni
Author:
F. Cecchi
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