Nitrogen removal from wastewater in a pilot plant operated in the recirculation anoxic-oxic activated sludge mode

The recirculation activated sludge process with preanoxic treatment was applied for biological reduction of the nitrogen content in municipal wastewater at pilot plant level. The pilot plant of total volume 3 300 1 with an initial anoxic to aerobic volume ratio of 40 : 60 was fed with wastewater fro...

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Veröffentlicht in:	Water science and technology 1996, Vol.33 (12), p.255-258
Hauptverfasser:	Burica, Olga, Strazar, Marjeta, Mahne, Ivan
Format:	Artikel
Sprache:	eng
Schlagworte:	Activated sludge Activated sludge process Anaerobic treatment Anoxia Biochemical oxygen demand Bioconversion Denitrification Effluent standards Effluents Energy demand Energy sources Hydraulic retention time Hydraulics Influents Municipal wastewater Nitrification Nitrogen Nitrogen removal pilot plant Pilot plants Q1 Quality standards Reduction Removal Retention time Sewage treatment Sewage treatment plants Sludge Wastewater Wastewater treatment Wastewater treatment plants Water treatment
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