The current model of the full-scale wastewater treatment plant (WWTP) model in Eindhoven uses a state-of-the-art model for the biological processes (ASM2d) and is calibrated for C- and N- removal in dry weather. However, for the ‘Kallisto’ project, which is an innovation programme aiming at a smart improvement of the surface water quality of the river Dommel by applying cost effective integrated system measures, the WWTP model needs to be improved to predict the WWTP performance under all conditions foreseen in the scenarios (e.g. storm events). A project approach was developed with parallel improvements in the different submodels, based on the interaction between submodels and the availability of several on-line sensors in influent, in-process and effluent. This is in contrast to most WWTP modelling studies, where focus is only on one submodel. It should lead to a well-balanced dynamic model that is able to predict WWTP behaviour under various conditions and that will be included in the integrated model, which will serve as an important decision support tool.
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Research Article|
June 01 2012
Integrated model-based optimisation at the WWTP of Eindhoven
K. Cierkens;
aBIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000, Ghent, Belgium. E-mail: [email protected], [email protected]
*Corresponding author
E-mail: [email protected]
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I. Nopens;
I. Nopens
aBIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000, Ghent, Belgium. E-mail: [email protected], [email protected]
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W. De Keyser;
W. De Keyser
aBIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000, Ghent, Belgium. E-mail: [email protected], [email protected]
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S. Van Hulle;
S. Van Hulle
aBIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000, Ghent, Belgium. E-mail: [email protected], [email protected]
bResearch Group EnBiChem, Department of Industrial Engineering and Technology, University College West Flanders, Ghent University Association, Graaf Karel de Goedelaan 5, B-8500 Kortrijk, Belgium
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S. Plano;
S. Plano
aBIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000, Ghent, Belgium. E-mail: [email protected], [email protected]
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E. Torfs;
E. Torfs
aBIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000, Ghent, Belgium. E-mail: [email protected], [email protected]
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Y. Amerlinck;
Y. Amerlinck
aBIOMATH, Department of Mathematical Modelling, Statistics and Bioinformatics, Ghent University, Coupure Links 653, B-9000, Ghent, Belgium. E-mail: [email protected], [email protected]
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L. Benedetti;
L. Benedetti
cWATERWAYS srl, Via del Ferrone 88, 50023 Impruneta (FI), Italy. E-mail: [email protected]
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A. van Nieuwenhuijzen;
A. van Nieuwenhuijzen
dWaterschap De Dommel, 5280 Boxtel, The Netherlands. E-mail: [email protected], [email protected], [email protected]
eWitteveen+Bos Consulting Engineers, PO Box 233, NL-7400 AE Deventer, The Netherlands. E-mail: [email protected]
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S. Weijers;
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S. Weijers
dWaterschap De Dommel, 5280 Boxtel, The Netherlands. E-mail: [email protected], [email protected], [email protected]
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J. De Jonge
J. De Jonge
dWaterschap De Dommel, 5280 Boxtel, The Netherlands. E-mail: [email protected], [email protected], [email protected]
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Water Practice and Technology (2012) 7 (2): wpt2012035.
Citation
K. Cierkens, I. Nopens, W. De Keyser, S. Van Hulle, S. Plano, E. Torfs, Y. Amerlinck, L. Benedetti, A. van Nieuwenhuijzen, S. Weijers, J. De Jonge; Integrated model-based optimisation at the WWTP of Eindhoven. Water Practice and Technology 1 June 2012; 7 (2): wpt2012035. doi: https://doi.org/10.2166/wpt.2012.035
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