In 2000 the European Union introduced the Water Framework Directive (WFD). The aim of the WFD is having an ecological and chemical balance for all surface waters in Europe in 2015. The European Commission identified 33 priority substances and their maximum allowable concentrations, FHI-values (Fraunhofer Institute), which are specified in the Annex of the WFD. The objective of this research is to achieve the removal of suspended solids, nitrogen and total phosphorus together with priority substances. All these substances will be removed in one filter called a “One Step Total Effluent Polishing filter” i.e. 1-STEP® filter. For this purpose a filter pilot plant was tested at the WWTP Horstermeer. The results show that the filter can fulfil the target values in the filtrate water for total nitrogen (2.2 mg Ntotal/L) and total phosphorus (0.15 mg Ptotal/L). The majority of the priority (hazardous) substances in the WWTP effluent are already below the detection limit. Due to the low concentration ranges, the results on the removal of medicine and pesticides are only indicative. A decreasing tendency in the removal efficiency is shown for all measured compounds. The average specific ultrafiltration resistance (SUR) value decrease of the filter is 55% and the final value is always below 5·1012 m−2. This indicates that the filtrate water of the filter is very well filterable and can be used as ultrafiltration feedwater.
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Research Article|
November 01 2010
Advanced treatment of WWTP effluent with filtration leading to a pretreatment technique for membrane filtration
S. M. Scherrenberg;
1Department of Sanitary Engineering, Faculty of Civil Engineering and Geoscience, Delft University of Technology, P.O. Box 5048 GA, Delft, The Netherlands E-mail: [email protected]
E-mail: [email protected]
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A. M. te Kloeze;
A. M. te Kloeze
2Witteveen + Bos Consulting Engineers, P.O. Box 233, 7400 AE Deventer, The Netherlands E-mail: [email protected]; [email protected]; [email protected]
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A. N. Janssen;
A. N. Janssen
1Department of Sanitary Engineering, Faculty of Civil Engineering and Geoscience, Delft University of Technology, P.O. Box 5048 GA, Delft, The Netherlands E-mail: [email protected]
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A. F. van Nieuwenhuijzen;
A. F. van Nieuwenhuijzen
1Department of Sanitary Engineering, Faculty of Civil Engineering and Geoscience, Delft University of Technology, P.O. Box 5048 GA, Delft, The Netherlands E-mail: [email protected]
2Witteveen + Bos Consulting Engineers, P.O. Box 233, 7400 AE Deventer, The Netherlands E-mail: [email protected]; [email protected]; [email protected]
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H. W. H. Menkveld;
H. W. H. Menkveld
2Witteveen + Bos Consulting Engineers, P.O. Box 233, 7400 AE Deventer, The Netherlands E-mail: [email protected]; [email protected]; [email protected]
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M. Bechger;
M. Bechger
3Waternet, P.O.Box 943701090GJ, Amsterdam, The Netherlands E-mail: [email protected]
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J. H. J. M. van der Graaf
J. H. J. M. van der Graaf
1Department of Sanitary Engineering, Faculty of Civil Engineering and Geoscience, Delft University of Technology, P.O. Box 5048 GA, Delft, The Netherlands E-mail: [email protected]
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Water Sci Technol (2010) 62 (9): 2083–2089.
Citation
S. M. Scherrenberg, A. M. te Kloeze, A. N. Janssen, A. F. van Nieuwenhuijzen, H. W. H. Menkveld, M. Bechger, J. H. J. M. van der Graaf; Advanced treatment of WWTP effluent with filtration leading to a pretreatment technique for membrane filtration. Water Sci Technol 1 November 2010; 62 (9): 2083–2089. doi: https://doi.org/10.2166/wst.2010.470
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