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  • Volume 40, Issue 4-5

Anoxic Phosphate Uptake in the DEPHANOX Process

G. Bortone, S. Marsili Libelli, A. Tilche, J. Wanner
Published August 1999, 40 (4-5) 177-185;
G. Bortone
ENEA, Wastewater Treatment Technology Division, via Martiri di Monte Sole, 4-Bologna, Italy
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S. Marsili Libelli
Department of Systems and Computers, University of Florence, Italy
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A. Tilche
ENEA, Wastewater Treatment Technology Division, via Martiri di Monte Sole, 4-Bologna, Italy
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J. Wanner
Institute of Chem. Tech., Dept. Water Technol. and Environ. Eng. Technickà 5, Prague, Czech Republic
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Abstract

The innovative nutrient removal process scheme DEPHANOX proved to be very efficient because it maximises the utilisation of organic substrate for phosphorus and nitrogen removal. The process solves the competition for organic substrates among Poly-P organisms and denitrifiers as well as the problem of overgrowing of slow nitrifiers by faster organotrophs, typical of activated sludge. In experiments, DEPHANOX showed better P removal efficiency than a JHB configuration, working with a very low influent COD/TKN ratio. This paper reports the results of a simulation study that has been carried out to better understand the behaviour of the two configurations with a wide variety of influent wastewater characteristics and under dynamic conditions.

The results of the simulation confirmed the high P removal capacity of the DEPHANOX configuration with low influent COD/TKN ratios.

  • Wastewater treatment
  • biological phosphate removal
  • denitrification
  • activated sludge model No. 2
  • anoxic conditions
  • anoxic dephosphatation
  • DEPHANOX
  • JHB
  • © IWA Publishing 1999

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SELECTED ISSUE

Water Science and Technology: 77 (7)
  Volume 40, Issue 4-5

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Anoxic Phosphate Uptake in the DEPHANOX Process
G. Bortone, S. Marsili Libelli, A. Tilche, J. Wanner
Water Science and Technology Aug 1999, 40 (4-5) 177-185;
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Anoxic Phosphate Uptake in the DEPHANOX Process
G. Bortone, S. Marsili Libelli, A. Tilche, J. Wanner
Water Science and Technology Aug 1999, 40 (4-5) 177-185;

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Keywords

wastewater treatment
biological phosphate removal
denitrification
Activated Sludge Model No. 2
anoxic conditions
anoxic dephosphatation
DEPHANOX
JHB
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