Tertiary Rotating Biological Contactors for Nitrification
M. Boller, Willi Gujer, G. Nyhuis
Abstract
M. Boller, Willi Gujer, G. Nyhuis
Abstract
The addition of rotating biological contactors (RBC) to existing treatment plants for tertiary nitrification showed many advantages over conventional one-stage RBC's. Compared to tertiary trickling filters, the nitrification rates could be doubled. In extended pilot experiments, it was demonstrated that nitrification can additionally be enhanced by a periodic change of the flow direction in a series of RBC's, by filtration of the wastewater between the first and the second biological stage (pre-filtration) and by the control of the rotational speed. The experimental findings were confirmed in a full scale two-stage RBC-plant with intermediate filtration.
OpenAlex reports 19 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
The addition of rotating biological contactors (RBC) to existing treatment plants for tertiary nitrification showed many advantages over conventional one-stage RBC's. Compared to tertiary trickling filters, the nitrification rates could be doubled. In extended pilot experiments, it was demonstrated that nitrification can additionally be enhanced by a periodic change of the flow direction in a series of RBC's, by filtration of the wastewater between the first and the second biological stage (pre-filtration) and by the control of the rotational speed. The experimental findings were confirmed in a full scale two-stage RBC-plant with intermediate filtration.
Key concepts: Rotating biological contactor, Nitrification, Trickling filter, Filtration (mathematics), Sewage treatment, Contactor, Chemistry, Wastewater