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Waste Water Engineering

Waste Water Engineering
In a sedimentation tank (length L, width B, depth D) the settling velocity of a particle for a discharge Q, is

Q/(L × D)
Q/L
Q/(B × L)
Q/(B × D)

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Waste Water Engineering
The most widely used pump for lifting sewage is

Air pressure pump
Reciprocating pump
Pneumatic ejector
Centrifugal pump

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Waste Water Engineering
The disintegrating pump in which solid matter is broken up before passing out, is

Reciprocating pump
None of these
Pneumatic ejector
Centrifugal pump

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Waste Water Engineering
Sewer manholes are generally provided at

The junctions of sewers
The change of direction
The change of gradient
All of these

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Chezy’s formula
Kutter’s formula
Bazin’s formula
Manning’s formula

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Waste Water Engineering
The sewerage system originates from

Lateral sewers
House sewers
Branch sewers
Main sewers

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