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An Analysis of Floc Separation Characteristics in Chemical Wastewater Treatment

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Chemical Water and Wastewater Treatment II

Abstract

Chemical treatment of wastewater consists of three unit processes: coagulation/precipitation, flocculation and floc separation, the latter normally being carried out by sedimentation. The reaction step (coagulation/precipitation) is obviously of fundamental importance to the total treatment result, but the separation steps (flocculation and floc separation) have far greater importance from an economic point of view, since separation normally takes hours to complete while the reaction is completed within seconds.

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References

  1. Ødegaard, H.: Norwegian Experiences with Chemical Treatment of Raw Wastewater. Proc. Int. Conf. on: Wastewater Management in Coastal Areas, Montpellier, France, April, 1992

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  2. Ødegaard, H., Fettig, J., Ratnaweera, H.: Coagulation with Prepolymerized Metal Salts. In: Chemical Water and Wastewater Treatment, H.H. Hahn and R. Klute (eds.). Springer, Berlin Heidelberg New York 1990, pp. 189–220

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  3. Ødegaard, H.: Orthokinetic Flocculation of Phosphate Precipitates in a Multicompartment Reactor with Non-ideal Flow. Prog. Wat. Tech., 1979, Suppl. 1, pp. 61–88. Pergamon Press

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  4. Weholt, Ø.: Capacity Increase in Settling Units by the Use of Polymers. Proc. VAR 84-conference, H. Odegaard (ed.). TAPIR Publ., Trondheim, 1984 (in Norwegian)

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  5. Fettig, J., Ratnaweera, H. and Ødegaard, H.: Synthetic Organic Polymers as Primary Coagulants in Wastewater Treatment. Water Supply, Vol. 8, Jønkøping, 1990, pp. 19–26

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  6. Sagberg, P., Sæter, R. and Berge, A.B.: Increasing the Surface Load at a Direct-Precipitation Plant, VEAS, Norway. In: Chemical Water and Wastewater Treatment, H.H. Hahn and R. Klute (eds.). Springer, Berlin Heidelberg New York 1990, pp. 271–282

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  7. Klute, R.: Destabilization and Aggregation in Turbulent Pipe Flow. In: Chemical Water and Wastewater Treatment, H.H. Hahn and R, Klute (eds.). Springer, Berlin Heidelberg New York 1990, pp. 33–54

    Google Scholar 

  8. Skjelfoss, E.: Personal communication, March 1992

    Google Scholar 

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© 1992 Springer-Verlag Berlin Heidelberg

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Ødegaard, H., Grutle, S., Ratnaweera, H. (1992). An Analysis of Floc Separation Characteristics in Chemical Wastewater Treatment. In: Klute, R., Hahn, H. (eds) Chemical Water and Wastewater Treatment II. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-77827-8_7

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  • DOI: https://doi.org/10.1007/978-3-642-77827-8_7

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-77829-2

  • Online ISBN: 978-3-642-77827-8

  • eBook Packages: Springer Book Archive

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