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Technological scheme for biogenic compounds removal from wastewater is determined taking into account existing technological treatment scheme, wastewater composition and required treatment quality.
Calculation of the volume and location of anaerobic and anoxic zones is performed according to EcoSim computer program. With the help of the program static and dynamic behavior of the system “wastewater – activated sludge” can be studied.
Principal Scheme of the Aeration Tank with Separated Anaerobic, Anoxic and Aerobic Zones
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