For the treatment of potable water the overflow from the lamella clarifier will require further treatment to remove organic molecules as well as disinfection to remove bacteria.
42.
Tubes made of PVC plastic are a minor cost in clarifier design improvements and may lead to an increase of operating rate of 2 to 4 times.
43.
In either of these cases the overflow requires post-treatment such as an anthracite-sand filter to prevent the algae from spreading downstream of the lamella clarifier.
44.
Major health issues and problems can also occur further down the track of the water purification system or hinder the health of the fish found downstream of the clarifier.
45.
The wetlands system contains various water treatment processes such as solid removal and storage tanks, solids wetland, clarifier wetland, maturation lagoon, aquaculture lagoon and others.
46.
Whilst the lamella clarifier has overcome many difficulties encountered by the use of more traditional clarifiers, there are still some disadvantages involved with the configuration and running of the equipment.
47.
Where overflow rate is a measure of the fluid loading capacity of the clarifier and is defined as, the influent flow rate divided by the horizontal area of the clarifier.
48.
Where overflow rate is a measure of the fluid loading capacity of the clarifier and is defined as, the influent flow rate divided by the horizontal area of the clarifier.
49.
Reducing the velocity maximizes the hydraulic retention time inside the clarifier for sedimentation and helps to avoid excessive turbulence and mixing; thereby promoting the effective settling of the suspended particles.
50.
By designing the lamella clarifier so that the effluent enters the inclined plates without interfering with the downward slurry flow the capacity of the lamella clarifier can be improved by 25 %.
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