Why the baffle are provided in-front outlet weirs?
To hold back floating solids, grease and oil
In wastewater treatment plants, specifically in sedimentation tanks or clarifiers, outlet weirs play a crucial role in collecting the treated liquid (effluent) that overflows from the tank. This effluent is relatively free of settled solids, which have accumulated at the bottom.
The outlet weir is designed to provide a smooth flow path for the treated water leaving the tank. A uniform flow over the entire length of the weir helps prevent disturbed flow patterns that could resuspend settled solids and carry them out with the effluent.
While sedimentation tanks are designed to remove settleable solids, there are often materials that float on the surface of the wastewater. These include:
These floating materials can easily flow over the outlet weir along with the treated effluent, contaminating it. To prevent this, a baffle wall is commonly installed just upstream of the outlet weir.
The baffle is typically a submerged wall or partition. It extends below the surface of the liquid but doesn't reach the bottom of the tank. Its primary function is to intercept the floating materials as they approach the weir. The baffle holds back the grease, oil, scum, and other floating solids, preventing them from overflowing the weir and entering the collection channel for the treated effluent. These held-back materials can then be skimmed off the surface separately.
Let's look at the options provided:
Based on the function of baffles placed before outlet weirs in sedimentation tanks, the correct reason is to prevent floating materials from leaving the tank with the effluent.
In which type of weir is the excess energy of overflowing water dissipated by means of a hydraulic jump?
The slopping floor below and in continuation of the raised crest of a weir is known as _________.
In which type of barrier is most of the ponding done by gates and smaller or nil part of it is done by the raised crest?
Which one of the following is the purpose of providing the downstream sheet pile in a barrage?
Discharge over an ogee weir remains the same as that of: