Description
Pollution control for municipal effluents by biological treatment in an aerobic medium.
Study of mass loads and hydraulic loads for the process:
- Biomass balance
- Pollution balance by monitoring the COD (Chemical Oxygen Demand)
Determine the specific characteristics of the medium:
- Measure SS (Suspended Solids).
- Quality of the medium by monitoring the redox potential and the pH potential
Treatment in aerobic and anoxic media:
- Variation of aeration conditions for the aerobic pool
General Specifications
- Pollution circuitry:
- Tank, 200 L, polyethylene, on independent mobile framework.
Peristaltic pump, variable flow rate.
- Tank, 200 L, polyethylene, on independent mobile framework.
- Aerobic vessel:
- Rectangular clear PVC tank, 60 L, conic bottom.
- Removable lid with support for probes pH, Redox and O2.
- Two flow levels towards the settler at 30 and 60 L.
- Stirring, Stainless steel stirring batch and mobile, Rushton turbine.
- Adjustable stirring speed and height.
- Aeration circuitry:
- Diaphragm compressor.
- Air injection circuitry, PVC sparger immersed into the aerobic vessel.
- Settler:
- 30L clear PVC cylinder-cone settler, overflow of treated water.
- Removable lid with support for sludge veil probe.
- Stainless steel sludge-scrapper, fixed speed : 1 rpm.
- Membrane pump, sequential operation through a settable programmer.
For a complete product data sheet and a list of reference sites please call 1-877-967-2726.