The carbon associated with wastewater and its treatment accounts for approximately 6% of the global carbon balance. Within the wastewater treatment industry, winery wastewater has a minor contribution, although it can have a major impact on wine-producing regions. Typically, winery wastewater is treated by biological processes, such as the activated sludge process. Biomass produced during treatment is usually disposed of directly, i.e. without digestion or other anaerobic processes. We applied our previously published model for carbon-footprint calculation to the areas worldwide producing yearly more than 106 m3 of wine (i.e., France, Italy, Spain, California, Argentina, Australia, China, and South Africa). Datasets on wine production from the Food and Agriculture Organisation were processed and wastewater flow rates calculated with assumptions based on our previous experience. Results show that the wine production, hence the calculated wastewater flow, is reported as fairly constant in the period 2005–2007. Nevertheless, treatment process efficiency and energy-conservation may play a significant role on the overall carbon-footprint. We performed a sensitivity analysis on the efficiency of the aeration process (αSOTE per unit depth, or αSOTE/Z) in the biological treatment operations and showed significant margin for improvement. Our results show that the carbon-footprint reduction via aeration efficiency improvement is in the range of 8.1 to 12.3%.
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Research Article|
May 01 2009
Carbon footprint of aerobic biological treatment of winery wastewater
D. Rosso;
1Department of Civil and Environmental Engineering, University of California, Irvine CA 92697-2175, USA E-mail: [email protected]
E-mail: [email protected]
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D. Bolzonella
D. Bolzonella
2Department of Science, Technology and Markets of Wine, University of Verona, San Floriano VR 37020, Italy E-mail: [email protected]
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Water Sci Technol (2009) 60 (5): 1185–1189.
Citation
D. Rosso, D. Bolzonella; Carbon footprint of aerobic biological treatment of winery wastewater. Water Sci Technol 1 May 2009; 60 (5): 1185–1189. doi: https://doi.org/10.2166/wst.2009.556
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