Biological P-Removal: State of the Art in The Netherlands

Autor:	J.H. Rensink, W. van Starkenburg, G. B. J. Rijs
Rok vydání:	1993
Předmět:	Engineering Environmental Engineering Municipal solid waste Waste management business.industry Pellet Environmental engineering Waste water treatment plant Water treatment business Effluent Water Science and Technology
Zdroj:	Water Science and Technology. 27:317-328
ISSN:	1996-9732 0273-1223
DOI:	10.2166/wst.1993.0511
Popis:	In the Netherlands the effluent requirements of municipal waste water treatment plants for P will become stricter in 1995. Depending on the design capacity of the waste water treatment plant the effluent requirement will be 1 mg/l P for plants with a treatment capacity of over 100,000 p.e. and 2 mg/l for a lower capacity. From all the P-removal techniques, such as chemical precipitation, fluid-bed pellet reactor and magnetic separation, the most promising technique in the Netherlands would seem to be biological P-removal with or without a combination of the three other techniques. In this paper a description is given of biological P-removal, especially the principle, the factors affecting biological P-removal performance, the different modifications and an example of each system in the Netherlands.
Databáze:	OpenAIRE
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