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Aerobic Sludge Sewage Treatment With Anoxia Nitrification – Denitrification

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Aerobic Sludge Sewage Treatment With Anoxia Nitrification – Denitrification

Aerobic Sludge Sewage Treatment With Anoxia Nitrification – Denitrification

  • It operates by adding to the sewage a bacterial sludge in presence of oxygen followed by a phase of sludge separation. The oxidation stage is preceded by an anoxia stage, which allows characterisation and differentiation of the stages of denitrification and nitrification.

Teaching objectives

  • Aerobic treatment by activated sludge.
  • Continuous purification of an urban type pollution.
  • Bacterial reaction in aerated solution.
  • Residence-time calculation of the sewage in the reactor.
  • Determination of the oxygen consumption.
  • Determination of the reactor efficiency in COD, NTK and phosphate.

Technical Specifications of Aerobic Sludge Sewage Treatment With Anoxia Nitrification – Denitrification

  • A torage tank on wheels
  • Anoxia tank
  • An aeration tank
  • A storage tank of the base or the acid
  • A clarification tank
  • A decanter tank
  • A sludge recycling pump
  • A recycling pump for the main solution
  • A substrate supply pump
  • Peristaltic pump with fix speed for the dosing of acid / base
  • A compressor controlling the oxygen rate
  • A gas and a water flowmeters
  • A dosing pump for base solution controlled by PH rate measurement
  • Probes for 0², pH, temp.
  • Two stirrers (anoxia and aeration tanks)
  • Control panel the start/stop controls for the pumps. Two sequencing units are supplied to plan the working cycles of these elements. The panel includes the oxygen, pH and temperature probe transmitters
  • The unit is made from PVC and Plexiglass on a stainless steel frame with aluminium nuts.

Dimensions

  • 2 400 x 700 x 2 000 mm.

Essential requirements

  • Power supply : 220 V / single phase / 50 Hz
  • Solutions to use : Activated sludge or enzymes – Characterized substrate.
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