| Eliminating surge flows reduces the
cost and size of the biological treatment process.
Description of Treatment System
Primary
The first stage of treatment is to separate the solids from the
liquids, solids remain in this first chamber where an anaerobic
digestion process takes place. The digestion is accelerated by the
presence of anaerobic micro-organisms which multiply rapidly under
ideal conditions and that will ensure that the offensive faecal
solids are turned into an inert waste.
Flow Regulation
The System can be designed to regulate the flow of wastewater influent
for consistent treatment. Eliminating surge flows reduces the cost
and size of the biological treatment process. Flow balancing is
achieved by means of exact inlet and outlet flow holes heights controlling
the entire surface area of tanks, with discharge pumps dispersing
the treatment waste at the final stage at a constant flow rate.
Aeration/Contact Filtration
Treatment liquids flow into the aeration chambers where the liquid
is aerated by means of a submerged diffused system with either one
or two blowers with the appropriate capacity to generate air at
the desired litres per minute rate. The water is circulated periodically
through and over contact media that has a large surface area to
volume ratio.
The media sustains the growth of an attached bio-mass that remains
stationary encouraging either slow growing of slow multiplying nitrifying
bacteria to develop.
Sedimentation/Clarifier
Following aeration, the effluent is allowed to settle under quiescent
conditions in the clarification chamber. Settled solids are periodically
pumped back to the first chamber via a venturi system activated
by the litres per minute blowers.
U.V. Disinfection/Pump Chamber
Supernatant effluent from the sedimentation contains coliform and
other noxious bacteria including some viruses. Ultra-violet light
or chlorination may be used in the disinfection process. Two pumps
will be installed, one acting as an emergency backup with separate
alarms. The disinfected water will be pumped through an underground
main irrigation line to an irrigation network or storage facility.
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