This research is legislation driven by the European Water Framework Directive (WFD) and the Dutch Fourth Memorandum on Water Management. The objective of this research is to achieve the removal of total nitrogen and total phosphorus by Dual Media Filtration. The target value during this research for total nitrogen is 2.2 mg/L and for total phosphorus 0.15 mg/L. The results show that for NOx-N concentrations in the WWTP effluent up to 10 mg/L, a stable operation of the process can be reached with removal rates of 80% to 90%. The maximum nitrogen removal rate was 3.5 kg N/(m3.d). Above 10 mg/L a risk of filter bed clogging occurred. When the orthophosphorus concentration in the WWTP effluent exceeds the maximum of 0.3 mg/L, the total phosphorus concentration in the filtrate water will exceed the target value of 0.15 mg P-total/L. Temperature has a large impact in the phosphorus removal; the optimum temperature range is within 13°C–18°C. In conclusion, Dual Media Filtration is capable of producing reusable water with total phosphorus concentrations of <0.15 mg/L, under the condition that the wastewater treatment plant produces WWTP effluent with steady concentrations for orthophosphorus (<0.3 mg PO4-P/L). To reach total nitrogen concentrations in the filtrate water of <2.2 mg/L a NOx-N removal efficiency of nearly 100% is required.
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Research Article|
May 01 2011
Experiences on dual media filtration of WWTP effluent
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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P. Postma;
P. Postma
2WitteveenþBos Consulting Engineers, P.O. Box 233, 7400 AE Deventer, The Netherlands E-mail: [email protected]
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R. Neef;
R. Neef
2WitteveenþBos Consulting Engineers, P.O. Box 233, 7400 AE Deventer, The Netherlands E-mail: [email protected]
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H. W. H. Menkveld;
H. W. H. Menkveld
2WitteveenþBos Consulting Engineers, P.O. Box 233, 7400 AE Deventer, The Netherlands E-mail: [email protected]
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M. Bechger;
M. Bechger
3Waternet, P.O.Box 94370, 1090 GJ 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 (2011) 63 (10): 2462–2469.
Citation
S. M. Scherrenberg, P. Postma, R. Neef, H. W. H. Menkveld, M. Bechger, J. H. J. M. van der Graaf; Experiences on dual media filtration of WWTP effluent. Water Sci Technol 1 May 2011; 63 (10): 2462–2469. doi: https://doi.org/10.2166/wst.2011.224
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