TECHNICAL PAPERS
Apr 15, 2003

Four-Substrate Design Model for Single Sludge Predenitrification System

Publication: Journal of Environmental Engineering
Volume 129, Issue 5

Abstract

In this paper a new mathematical steady-state model specifically aimed at the design of biological phases in single sludge predenitrification systems is proposed. The model is based on the mass balance equations of four substrates (dissolved and suspended biodegradable organic matter, ammonia nitrogen, and nitrate nitrogen) and two biomasses (heterotrophic and autotrophic microorganisms). For each specific design problem, if both the influent flow composition and the kinetic parameter values are known and the effluent nitrogen compound concentrations are fixed, the model makes possible an a priori assessment of system applicability and gives the explicit expressions of the biological phase volumes. A sensitivity analysis is also presented in order to evaluate the effect of variations in the influent and effluent characteristics on the biological phase volumes.

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References

Argaman, Y.(1981). “Design and performance charts for single sludge nitrogen removal systems.” Water Res., 15(7), 841–847.
Argaman, Y.(1995). “A steady-state model for single sludge activated sludge system—I. Model description.” Water Res., 29(1), 137–145.
Argaman, Y., Papkov, G., Ostfeld, A., and Rubin, D.(1999). “Single sludge nitrogen removal model: Calibration and verification.” J. Environ. Eng., 125(7), 608–617.
Beccari, M., Di Pinto, A. C., Passino, R., and Ramadori, R. (1980). “Biological nitrogen removal from wastewater.” IRSA Rep. No. 53, Italian Institute for Water Research, Rome (in Italian).
Cho, S. H., Chang, H. N., and Prost, C.(1996). “Steady state analysis of the coupling aerator and secondary settling tank in activated sludge process.” Water Res., 30(11), 2601–2608.
Diehl, S., and Jeppsson, U.(1998). “A model of the settler coupled to the biological reactor.” Water Res., 32(2), 331–342.
Di Pinto, A. C., Passino, R., Ramadori, R., and Tomei, M. C. (1990). “Activated sludge biological process modelling for nutrient removal.” IRSA Rep. No. 91, Italian Institute for Water Research, Rome (in Italian).
Ekama, G. A., and Marais, G. v. R. (1984). “Nitrification.” Theory, design and operation of nutrient removal activated sludge processes, University of Cape Town, City Council of Johannesburg, and the National Institute for Water Research of the Council of Scientific and Industrial Research, Pretoria, South Africa.
Esposito, G., Bastianutti, C., Bortone, G., Pirozzi, F., and Sgroi, S.(2001). “Influence of primary sedimentation on pre-denitrification system performances.” Water Sci. Technol., 44(1), 113–120.
Fabbricino, M., and Pirozzi, F.(2000). “Activated sludge plants for nitrogen compounds removal design.” Ingegneria Ambientale, 29(5), 234–243 (in Italian).
Henze, M., Gujer, W., Mino, T., and van Loosdrecht, M. (2000). “Activated sludge models ASM1, ASM2, ASM2d and ASM 3.” Rep. No. 9, IWA, London.
Lawrence, A. W., and McCarty, P. L.(1970). “Unified basis for biological treatment design and operation.” J. Sanit. Eng. Div., Am. Soc. Civ. Eng., 96(SA3), 757–778.
Metcalf, L., and Eddy, H. P. (1991). Wastewater engineering treatment, disposal and reuse, 3rd Ed., McGraw-Hill, New York.
Orhon, D., Hanhan, O., Görgün, E., and Sözen, S.(1998). “A unified basis for the design of nitrogen removal activated sludge process—the Braunschweig exercise.” Water Sci. Technol., 38(1), 227–236.
van Loosdrecht, M. C. M., Kuba, T., van Veldhuizen, H. M., Brandse, F. A., and Heijnen, J. J.(1997). “Environmental impacts of nutrient removal processes: Case study.” J. Environ. Eng., 123(1), 33–40.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 129Issue 5May 2003
Pages: 394 - 401

History

Received: Oct 15, 2001
Accepted: Jun 14, 2002
Published online: Apr 15, 2003
Published in print: May 2003

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Authors

Affiliations

Giovanni Esposito
PhD student, Dept. of Hydraulic and Environmental Engineering Girolamo Ippolito, Univ. of Naples Federico II, Via Claudio 21-80125, Naples, Italy.
Massimiliano Fabbricino
Research Engineer, Dept. of Hydraulic and Environmental Engineering Girolamo Ippolito, Univ. of Naples Federico II, Via Claudio 21-80125, Naples, Italy.
Francesco Pirozzi
Associate Professor, Dept. of Hydraulic and Environmental Engineering Girolamo Ippolito, Univ. of Naples Federico II, Via Claudio 21-80125, Naples, Italy.

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