3. PRE-SEDIMENTATION SYSTEM
It is assumed that the sewage piping system ends in a customer provided three-chamber combined settling / buffer / pump well tank system, which separates paper, sanitary binds and settleable solids. The buffer capacity must be sufficient to level out the daily peak flows. DEVISE can alternatively supply fully automated packaged Head-works combining fine screening, grit and grease removal.
4. BIOLOGICAL TREATMENT SYSTEM
The treatment plant will take suction from the pump-well by its own feed pump. the pump is level controlled and has a capacity, which is 2-3 times the average daily flow. the plant has therefore an intermittent working mode in terms of hydraulic flow, while the air blower supplying air to the bioreactors is continuously running.
The biodegradation reactor comes in one or two stages depending on the required cleaning efficiency. Plants with higher cleaning efficiency than 80-85 % and the need for nitrogen & ammonia reduction will require a further aerobic reactor for nitrification and an anoxic reactor for the denitrification. The bioreactors are degrading the dissolved organic matter by oxidation into carbon dioxide, which escapes to the air, and to biomass that acts as activated sludge. The anoxic reactor is situated in the inlet of the plant where the mixed liquor is recycled and nitrates are converted to nitrogen gas with the aid of carbon from the influent. A suspended free-floating biofilm carrier medium is providing a large, protected biofilm surface for the bacteria and is simultaneously accumulating the active biosludge inside the reactors.
5. SLUDGE SEPARATION SYSTEM
The biodegraded water is flowing into a clarification stage where the suspended solid settles by gravity. The water is directed through a skim-well to a plate settler system, which provides the final clarification of the effluent.
The sludge pump is activated each time the feed pump stops, with suction from the clarification stage. the pump is discharging through a Hydrocyclone with the overflow back to the bioreactor, while the underflow is discharged to the primary sludge storage. When necessary, the sludge is emptied by a vacuum truck and hauled away for external disposal. Alternatively EEC Europe & Devise engineering can supply suitable sludge handling and dewatering systems and equipment.
6. EQUIPMENT SPECIFICATION