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Charakterystyka jakościowa ścieków powstających w browarach i słodowniach

Treść / Zawartość
Identyfikatory
Warianty tytułu
EN
Quality characteristics of wastewater from malt and beer production
Języki publikacji
PL
Abstrakty
EN
Beer is the fifth most popular drink all over the world. Annual consumption reaches 23 L per capita. In Poland, the brewery industry has been the subject of intensive transformations in the last 20 years as a result of, most of all, an increase in beer consumption and brewery wastewater quantity increase are observed. Two main cycles may be distinguished in the beer production process: production of malt and production of beer. Wastewaters are generated at all production stages: soaking and transport of grain (malt house), spent grain anddraff (brewhouse), yeast washing and waste yeast pressing (fermentation house), and mainly from processes of production appliances, rooms and packages cleaning. Hence, the quantity of generated wastewaters is significantly affected by the washing technology of appliances and installations. The study presents the physicochemical characteristics of wastewaters originated from the brewery plant production departments. Wastewater samples were taken from two brewery plants (BP) 1 and 2. They produce lager type beer. The mean water consumption in the breweries in the study period reached 0.30 and 0.45 m3 hL-1 of produced beer respectively for BP1 and for BP2. Wastewaters originated from: brewhouse, the process of spinning (centrifuge), fermentation house (fermentation tanks, horizontal unitanksUT), storage facilities (with facilities for filtration, storage in the pressurized tanks BBT type) and racking house – BP1 and frommalt house, brewhouse, fermentation house and racking house at BP2. In addition, analyses were conducted on a mixture of wastewaters originating from the whole brewery plant that, apart from the above-mentioned production wastewaters, contained wastewaters from social facilities and administrative buildings.Physicochemical analysesincluded: pH, suspended solids, total nitrogen, total phosphorus, COD and BOD. Results of the study demonstrate a correlation between the site of wastewaters generation, specific character of a unitary technological process and the quality of wastewaters discharged to a sewage system, including their potential biodegradability. The highest average concentration of organic compounds (COD and BOD) (28161 mg O2 ∙ L-1 and 13595 mg O2 ∙ L-1) and total phosphorus (75,2 mg P ∙ L-1 )were observed in the effluents produced during the centrifuge process at the brew house. Wastewater from brewhouse located at BP1 characterized by the highest suspended solids concentration (924 mg d.m. L-1). The maximum values of total nitrogen (132,9 mg N ∙ L-1)were reported in the effluent from the fermentation process (BP2).Despite significant differences in the quality of wastewaters, they were characterized by the C:N:P ratio beneficial for the biological treatment, irrespective of the source of their origin.Ratios of BOD : (TKN + TP) (>25)in brewery wastewaters indicate the potential for highly-effective process of biological N and P removal. These ratios show that the processes of denitrification and biological phosphorus removal should not be limited by the availability of the organic substrate. Moreover, most examined brewery wastewater streams can be applied as external carbon source in biological processes removal of nitrogen and phosphorus from wastewater containing insufficient amounts of biodegradable organic matter.
Rocznik
Strony
729--748
Opis fizyczny
Bibliogr. 20 poz., tab., rys.
Twórcy
  • Uniwersytet Warmińsko-Mazurski, Olsztyn
autor
  • Uniwersytet Warmińsko-Mazurski, Olsztyn
  • Uniwersytet Warmińsko-Mazurski, Olsztyn
autor
  • Uniwersytet Warmińsko-Mazurski, Olsztyn
autor
  • Uniwersytet Warmińsko-Mazurski, Olsztyn
  • Uniwersytet Warmińsko-Mazurski, Olsztyn
autor
  • Uniwersytet Warmińsko-Mazurski, Olsztyn
Bibliografia
  • 1. Alvarado-Lassman A., Rustrián E., Garcia-Alvarado M.A., Rodriguez-Jiménez G.C., Houbron E.: Brewery wastewater treatment using anaerobic inverse fluidized bed reactors.Bioresource Technology. 99, 3009–3015 (2008).
  • 2. Austermann-Haun U.H. Meyer H., Seyfried C.F., Rosenwinkel K.H.: Full scale experiences with anaerobic/aerobic treatment plants in the food and beverage industry. Water Science and Technology. 40, 305–312 (1999).
  • 3. Doubla A., Laminsi S., Nzali S., Njoyim E., Kamsu-Kom J., Brisset J.L.: Organic pollutants abatement and biodecontamination of brewery effluents by a non-thermal quenched plasma at atmospheric pressure. Chemosphere. 69, 332–337 (2007).
  • 4. Feng X., Huang L., Zhang X., Liu Y.: Water system integration of a brewhouse. Energy Conversion and Management. 50, 354–359 (2009).
  • 5. Fillaudeau L., Blanpain-Avet P., Daufin G.: Water, wastewater and waste management in brewing industries. Journal of Cleaner Production. 14 , 463–471 (2006).
  • 6. Grady L.C.P., Daigger G.T., Lim H.C.:Biological wastewater treatment. Marcel Dekker, Inc. New York 2011.
  • 7. Ince B.K., Ince O., Sallis P.J., Anderson G.K.: Inert COD production in a membrane anaerobic reactor treating brewery wastewater. Water Research. 34, 3943–3948 (2000).
  • 8. Janhom T., Wattanachira S., Pavasant P.: Characterization of brewery wastewater with spectrofluorometry analysis. Journal of Environmental Management. 90, 1184–1190. (2009).
  • 9. Kanagachandran K., Jayaratne R.:Utilization potential of brewery waste water sludge as an organic fertilizer. Journal of the Institute of Brewing. 112, 92–96. (2006).
  • 10. Miksch K., Sikora J.: Biotechnologia ścieków. Wydawnictwo Naukowe PWN. Warszawa 2010.
  • 11. Metcalf & Eddy, Inc.: Wastewater Engineering, Treatment, Disposal, and Reuse, third edition. McGraw-Hill, Inc. New York 2002.
  • 12. Parawira W., Kudita I., Nyandoroh M.G., Zvauya R.: A study of industrial anaerobic treatment of opaque beer brewery wastewater in a tropical climate using a full-scale UASB reactor seeded with activated sludge. Process Biochemistry. 40, 593–599. (2005).
  • 13. RiveraA., Gonzalez J.S., Carrillo R., Martinez J.M.: Operational change as a profitable cleaner production tool for a brewery. Journal of Cleaner Production. 17, 137–142 (2009).
  • 14. Rodriguez-Martinez J., Martinez-Amador S.Y., Garza-Garcia Y.: Comparative anaerobic treatment of wastewater from pharmaceutical, brewery, paper and amino acid producing industries. Journal of Industrial Microbiology andBiotechnology. 32, 691–696 (2005).
  • 15. Shao X.,Peng D., Teng Z., JuX.: Treatment of brewery wastewater using anaerobic sequencing batch reactor (ASBR). Bioresource Technology. 99, 3182–3186 (2008).
  • 16. Speece R.E.: Anaerobic biotechnology for industrial wastewater treatment. Environmental Science & Technology. 17, 416A–427A. (1983).
  • 17. Tabatabaei M., Rahim R.A., Abdullah N., Wright A-D.G., ShiraiY.,Sakai K., Sulaiman A., Hassan M.A.: Importance of the methanogenicarchaea populations in anaerobic wastewater treatments. Process Biochemistry. 45, 1214–1225 (2010).
  • 18. Wen Q., Wu Y., Zhao L., Sun Q.: Production of electricity from the treatment of continuous brewery wastewater using a microbial fuel cell. Fuel. 89, 1381–1385 (2010).
  • 19. Yu H., Gu G.: Biomethanation of brewery wastewater using an anaerobic upflow blanket filter. Journal of Cleaner Production. 4, 219–223 (1996).
  • 20. Zupančič G.D., Stražiščar M., Roš M.: Treatment of brewery slurry in thermophilic anaerobic sequencing batch reactor.Bioresource Technology. 98, 2714–2722 (2007).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-56dbcac7-645f-4469-a621-d3a02bb626a6
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