TECHNICAL PAPERS
Aug 15, 2003

Combined System for Biological Removal of Nitrogen and Carbon from a Fish Cannery Wastewater

Publication: Journal of Environmental Engineering
Volume 129, Issue 9

Abstract

A combined system composed of three sequentially arranged reactors, anaerobic-anoxic-aerobic reactors, was used to treat the wastewater generated in the tuna cookers of a fish canning factory. These wastewaters are characterized by high chemical oxygen demand (COD) and nitrogen concentrations. The anaerobic process was performed in an upflow anaerobic sludge blanket reactor operated in two steps. During Step I different influent COD concentrations were applied and organic loading rates (OLRs) up to 4 g COD/(L⋅d) were achieved. During Step II hydraulic retention time (HRT) was varied from 0.5 to 0.8 days while COD concentration in the influent was constant at 6 g COD/L. The OLRs treated were up to 15 g COD/(L⋅d). When HRTs longer than 0.8 days were used, COD removal percentages of 60% were obtained and these values decreased to 40% for a HRT of 0.5 days. The denitrification process carried out in an upflow anoxic filter was clearly influenced by the amount of carbon source supplied. When available carbon was present, the necessary COD/N ratio for complete denitrification was around 4 and denitrification percentages of 80% were obtained. The nitrification process was successful and was almost unaffected by the presence of organic carbon (0.2–0.8 g TOC/L), with ammonia removal percentages of 100%. Three recycling ratios (R/F) between the denitrification and nitrification reactors were applied at 1, 2, and 2.5. The overall balance of the combined system indicated that COD and N removal percentages of 90% and up to 60%, respectively, were achieved when the R/F ratio was between 2 and 2.5.

Get full access to this article

View all available purchase options and get full access to this article.

References

Akunna, J. C., Bizeau, C., and Moletta, R.(1992). “Denitrification in anaerobic digesters: Possibilities and influence of wastewater.” Environ. Technol., 13, 825–836.
American Public Health Association (APHA)–American Water Works Association–Water Pollution Control Federation. APHA-AWWA-WPCF. (1985). Standard methods for examination of water and wastewater, 16th Ed. Washington, D.C.
Anaerobic sludge digestion: Manual of practice. (1967). No. 16, Water Pollution Control Federation, Washington, D.C.
Anthonisen, A. C., Loher, R. C., Prakasan, T. B. S., and Srinath, E. G.(1976). “Inhibition of nitrification by ammonia and nitrous acid.” J. Water Pollut. Control Fed., 48(5), 835–852.
Bernet, N., Delgenes, N., and Moletta, R.(1996). “Denitrification by anaerobic sludge in piggery wastewater.” Environ. Technol., 17, 293–300.
Buffière, P., Moletta, R., and Fonade, C.(1995). “Continuous operations of a fluidized bed bioreactor for anaerobic digestion: Residence time effect on degradation kinetics.” Biotechnol. Lett., 17(8), 833–838.
Carley, B. N., and Mavinic, D. S.(1991). “The effects of external carbon loading on nitrification and denitrification of high-ammonia landfill leachate.” Res. J. Water Pollut. Control. Fed., 63(1), 51–59.
Ewing, A. G., Wallengford, R. A., and Oleferowicz, T. M.(1989). “Capillary electrophoresis.” Anal. Chem., 61, 292A–303A.
Garrido, J. M., Moreno, J., Méndez-Pampı´n, R., and Lema, J. M.(1998). “Nitrous oxide production under toxic conditions in a denitrifying anoxic filter.” Water Res., 32(8), 2550–2552.
Garuti, G., Dohanyos, M., and Tilche, A.(1992). “Anaerobic-aerobic combined process for the treatment of sewage with nutrient removal: The ANANOX process.” Water Sci. Technol., 25(7), 383–394.
Hanaki, K., Wantawin, C., and Ohgaki, S.(1990). “Effects of the activity of heterotrophs on nitrification in a suspended growth reactor.” Water Res., 24(3), 289–296.
Hanaki, K., Hong, Z., and Matsuo, T.(1992). “Production of nitrous oxide gas during denitrification of wastewater.” Water Sci. Technol., 26(5-6), 1027–1036.
Jenı´cek, P., Zábranská, J., and Dohányos, M.(1996). “The influence of anaerobic pretreatment on the nitrogen removal from biosynthetic pharmaceutical wastewaters.” Antonie van Leeuwenhoek, 69, 41–46.
Koster, I. W., and Lettinga, G.(1988). “Anaerobic digestion at extreme ammonia concentrations.” Biol. Wastes, 25, 51–59.
Kozuchowska, J., and Evison, L. M.(1995). “VFA production in pre-acidification systems without pH control.” Public Works, 16, 667–675.
Londong, J.(1992). “Strategies for optimized nitrate reduction with primary denitrification.” Water Sci. Technol., 26(5-6), 1087–1096.
Lowry, O. H., Rosenbrough, N. J., Farr, A. L., and Randall, R. J.(1957). “Protein measurement with the Folin phenol reagent.” J. Bacteriol. Chem., 193, 265–271.
Morgan-Sagastume, J., Jiménez, B., and Noyola, A.(1994). “Anaerobic-anoxic-aerobic process with recycling and separated biomass for organic carbon and nitrogen removal from wastewater.” Environ. Technol., 15, 233–243.
Mosquera-Corral, A., Sánchez, M., Campos, J. L., Méndez, R., and Lema, J. M.(2001). “Simultaneous methanogenesis and denitrification of pretreated effluents from a fish canning industry.” Water Res., 35(2), 411–418.
Nyns, E.-J. (1994). “Case studies Nos. 12 and 13: The anaerobic treatment of wastewater from fishery operations.” THERMIE programme action: A guide to successful industrial implementation of biomethanation technologies in the European Union, European Commission Directorate-General for Energy (DGXVII), Brussels, 64–68.
Omil, F., Méndez, R., and Lema, J. M.(1995). “Anaerobic treatment of saline wastewaters under high sulphide and ammonia content.” Bioresource Technol., 54, 269–278.
Pickin, S. R., and Saunders, F. J.(1994). “A novel high rate method for the nitrification of sludge liquors containing high levels of ammonia.” Water Sci. Technol., 29(12), 139–147.
Rahmani, H., Rols, J. L., Capdeville, B., Cornier, J. C., and Deguin, A.(1995). “Nitrite removal by a fixed culture in a submerged granular biofilter.” Water Res., 29(7), 1745–1753.
Rusten, B., Hem, L. J., and Ødegaard, H.(1995). “Nitrogen removal from dilute wastewater in cold climate using moving-bed biofilm reactors.” Water Environ. Res., 67(1), 65–74.
Rustrian, E., Delgenes, J. P., Bernet, N., and Moletta, R.(1997). “Nitrate reduction in acidogenic reactor: Influence of wastewater COD/N-NO3 ratio on denitrification and acidogenic activity.” Environ. Technol., 18, 309–315.
Rustrian, E., Delgenes, J. P., Bernet, N., and Moletta, R.(1999). “Acidogenic activity: Process of carbon source generation for biological nutrient removal.” Water Sci. Technol., 40(8), 25–32.
Soto, M., Méndez, R., and Lema, J. M.(1993). “Methanogenic and non-methanogenic activity tests. Theoretical basis and experimental set-up.” Water Res., 27(8), 1361–1376.
Soto, M., Veiga, M. C., Méndez, R., and Lema, J. M.(1989). “Semimicro C.O.D. determination method for high-salinity wastewater.” Envir. Technol. Letters, 10, 541–548.
van Loosdrecht, M. C. M., and Jetten, M. S. M.(1998). “Microbiological conversions in nitrogen removal.” Water Sci. Technol., 38(1), 1–7.
Van Velsen, A. F. M.(1979). “Adaptation of methanogenic sludge to high ammonia nitrogen concentrations.” Water Res., 13, 995–999.
Veiga, M. C., Méndez, R., and Lema, J. M.(1994). “Anaerobic filter and DSFF reactors in anaerobic treatment of tuna processing wastewater.” Water Sci. Technol., 30(12), 425–432.
Veiga, M. C., Soto, M., Méndez, R., and Lema, J. M.(1990). “A new device for measurement and control of gas production by bench scale anaerobic digesters.” Water Res., 24(12), 1551–1554.
Vilas-Cruz, M., Gómez, J., Méndez, R., and Lema, J. M. (1994). “Simultaneous determination of NO2- and NO3- in wastewater by capillary electrophoresis.” Proc., III Int. Symp. of Analytical Methodology for the Environment, Vol. II, Association of Environmental Science and Techniques, Barcelona, Spain, 1–50 (in Spanish).
Wiesmann, U. (1994). “Biological nitrogen removal from wastewater.” Advances in Biochemical Engineering Biotechnology, Vol. 51, A. Fletcher, ed., Springer-Verlag, Berlin, 113–154.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 129Issue 9September 2003
Pages: 826 - 833

History

Received: Nov 14, 2001
Accepted: Sep 7, 2002
Published online: Aug 15, 2003
Published in print: Sep 2003

Permissions

Request permissions for this article.

Authors

Affiliations

A. Mosquera-Corral
Doctor, Dept. of Chemical Engineering, Institute of Technology, Univ. of Santiago de Compostela, Avenida das Ciencias s/n, E-15706 Santiago de Compostela, Spain.
J. L. Campos
Doctor, Dept. of Chemical Engineering, Institute of Technology, Univ. of Santiago de Compostela, Avenida das Ciencias s/n, E-15706 Santiago de Compostela, Spain.
M. Sánchez
Doctor, Dept. of Chemical Engineering, Institute of Technology, Univ. of Santiago de Compostela, Avenida das Ciencias s/n, E-15706 Santiago de Compostela, Spain.
R. Méndez
Professor, Dept. of Chemical Engineering, Institute of Technology, Univ. of Santiago de Compostela, Avenida das Ciencias s/n, E-15706 Santiago de Compostela, Spain (corresponding author).
J. M. Lema
Professor, Dept. of Chemical Engineering, Institute of Technology, Univ. of Santiago de Compostela, Avenida das Ciencias s/n, E-15706 Santiago de Compostela, Spain.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share