Optimization for operation of drinking water treatment plants should focus on water quality and not on environmental impact or costs. Using improvement of water quality as objective for optimization can lead to new views on operation, design and concept of drinking water treatment plants. This is illustrated for ozonation in combination with biological activated carbon (BAC) filtration at drinking water treatment plant Weesperkarspel of Waternet, the water cycle company for Amsterdam and surrounding areas. The water quality parameters that are taken into account are assimilable organic carbon (AOC), dissolved organic carbon (DOC) and pathogens. The operational parameters that are taken into account are the ozone dosage and the regeneration frequency of the BAC filters. It is concluded that ozone dosage and regeneration frequency should be reduced in combination with application of newly developed insights in design of ozone installations. It is also concluded that a new concept for Weesperkarspel with an additional ion exchange (IEX) step for natural organic matter (NOM) removal will contribute to the improvement of the disinfection capacity of ozonation and the biological stability of the produced drinking water.
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Research Article|
September 01 2008
Objectives for optimization and consequences for operation, design and concept of drinking water treatment plants
A. W. C. van der Helm;
1DHV BV, PO Box 1132, 3800 BC Amersfoort, The Netherlands E-mail: [email protected]
2Delft University of Technology, PO Box 5048, 2600 GA Delft, The Netherlands E-mail: [email protected]; [email protected]
E-mail: [email protected]
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L. C. Rietveld;
L. C. Rietveld
2Delft University of Technology, PO Box 5048, 2600 GA Delft, The Netherlands E-mail: [email protected]; [email protected]
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Th. G. J. Bosklopper;
Th. G. J. Bosklopper
3Waternet, PO Box 8169, 1005 AD Amsterdam, The Netherlands E-mail: [email protected]; [email protected]
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J. W. N. M. Kappelhof;
J. W. N. M. Kappelhof
3Waternet, PO Box 8169, 1005 AD Amsterdam, The Netherlands E-mail: [email protected]; [email protected]
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J. C. van Dijk
J. C. van Dijk
2Delft University of Technology, PO Box 5048, 2600 GA Delft, The Netherlands E-mail: [email protected]; [email protected]
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Water Supply (2008) 8 (3): 297–304.
Citation
A. W. C. van der Helm, L. C. Rietveld, Th. G. J. Bosklopper, J. W. N. M. Kappelhof, J. C. van Dijk; Objectives for optimization and consequences for operation, design and concept of drinking water treatment plants. Water Supply 1 September 2008; 8 (3): 297–304. doi: https://doi.org/10.2166/ws.2008.074
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