Obtaining of the principals parameters from urban wastewater used in the mathematical activated sludge models through basic characterization

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Javier Sánchez Ramírez Department I+D purification of waters of the Mediterranean.
Josep Ribes U. Politécnica de Valencia (España).
José Ferrer University of Valencia (Spain)
María Francisca García-Usach Polytechnic University of Valencia (Spain)
Abstract
The wastewater treatment in Spain has been through biological processes such as the commonly used in activated sludge. These processes have been described using mathematical models that describe the elimination of contaminants in the wastewater (organic matter, N and P). The use of these models requires a detailed characterization of the contaminants in the urban wastewater. The characterization of this wastewater is key to the use of these simulation models, both in design and simulation of the wastewater treatments plants (WWTP). This work has used and considered them parameters proposed in the model of sludge activated BNRM1 (Biological Nutrient Removal), being this model an enlargement of the model ASM2d proposed by the International Water Association (IWA). The main objective of this study is a statistical study that allows obtaining relations between the analytical data used for the characterization of the wastewater according to mathematical models of activated sludge. The obtaining of all components of the model mathematical starting from little information having in has that not always is has of all them data necessary to characterize the water, requires the realization of assumptions and considerations based in; the experience of the designer, data found in different plants and data bibliographic obtained from urban wastewater analyzed in different places. The present study is performed starting from data obtained in characterizations of urban wastewater of different WWTP of the Valencia community and Murcia region (Valencia, Spain).
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Author Biographies / See

Javier Sánchez Ramírez, Department I+D purification of waters of the Mediterranean.

PhD. engineering chemical processes and environmental. Department I+D purification of waters of the Mediterranean.

Josep Ribes, U. Politécnica de Valencia (España).

PhD. hydraulic engineering and environment

José Ferrer, University of Valencia (Spain)

PhD Professor Dept. chemical engineering.

María Francisca García-Usach, Polytechnic University of Valencia (Spain)

PhD Professor School of Roads.
References

APHA, American Public Health Association, American Water Works Association and Water Environmental Federation, (2005) Standard Methods for the Examination of Water and Wastewater. 20th Ed., Washington D. C. https://doi.org/10.12999/awwa.c651.05

Ekama ,G.A.; Dold, P.; Marais, G.v.R. (1986) Procedures for determining influent COD fractions and the maximum specific growth rate of heterotrophs in activated sludge systems. Water. Sci. Technol. Vol .18, Nº6, 91–114.

Ekama, G.A.; Marais, G.v.R. (1979) Dynamic Behaviour of the Activated Sludge Process. J. Water Pollution Control Fed., Vol.51, 534-556.

Henze, M.; Grady, C. P. L.; Gujer, W.; Marais, G. v. R.; Matsuo, T. (1987) Activated Sludge Model No.1. IAWPRC. Scientific and Technical Report No.1. IAWPRC, London. ISSN 1010-707X. https://doi.org/10.1016/0043-1354(87)90058-3

Henze, M., Gujer, W., Mino, T. and van Loosdrecht, M. C. M. (2000) Activated Sludge Models ASM1, ASM2, ASM2d and ASM3. Scientific and Technical Report No. 9. IWA Publishing, London. https://doi.org/10.2166/9781780402369

Janssen, P.M (1994).Operating experiences on two full escale plants, retrofitted for biological phosphorus removal. Nutrient removal from wastewaters. Technomic Publishing co.inc. Pennsylvania.

Mujeriego, R.(1990) Manual Práctico de Riego con Agua Residual Municipal Regenerada. Universidad Politécnica de Cataluña, Barcelona.

Metcalf y Eddy. (1995) Ingeniería de Aguas residuales. Tratamiento, vertido y reutilización. 3ª Edición. Editorial McGraw-Hill, Madrid.

Mino, T., Van Loosdrecht, M. C. M., & Heijnen, J. J. (1998). Microbiology and biochemistry of the enhanced biological phosphate removal process. Water research, 32(11), 3193-3207. https://doi.org/10.1016/s0043-1354(98)00129-8

Moosbrugger, R. E.; Wentzel, M. C.; Ekama, G. A.; Marais, G. v. R. (1992) Simple titration procedures to determine H2CO3* alkalinity and short-chain fatty acids in aqueous solutions containing known concentrations of ammonium, phosphate and sulphide weak acid/bases. Water Research Commission, Report No. TT 57/92. University of Cape Town, Research Report W 74, Pretoria, Republic of South Africa.

Orhon, D.; Sözen, S.; Artan, N. (1996) The effect of heterotrophic yield on the assessment of the correction factor for anoxic growth. Water Science and Technology. Vol. 34, No. 5-6, 67-74. https://doi.org/10.1016/0273-1223(96)00630-0

Sözen, S.; Ubay Çokgör, D.; Orhon, D.; Henze, M. (1998) Respirometric analysis of activated sludge behaviour-II. Heterotrophic growth under aerobic and anoxic conditions. Water Science and Technology. Vol. 32, No. 2, 476-488. https://doi.org/10.1016/s0043-1354(97)00210-8

Seco, A.; Ribes, J.; Ferrer, J.; Serralta, J.; Manga, J. (2004) Biological Nutrient Removal Model No. 1 (BNRM1). Water Science and Technology.Vol. 50(6), 69-78.

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