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Waste Water Engineering

Waste Water Engineering
The underground sewers are more subjected to

Bending force
Shearing force
Compressive force
Tensile force

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Overflow velocity
Overflow rate
Surface loading
All of these

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Waste Water Engineering
The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be

1.5 m
1.2 m
0.9 cm
> 1.5 m

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

The flow of sewage to fill the tank
A particle to travel along its length
None of these
A particle to travel from top surface to bottom sludge zone

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Waste Water Engineering
If the pH value of sewage is 7

None of these
It is neutral
It is alkaline
It is acidic

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Waste Water Engineering
The screens are fixed

None of these
At an angle 30° to 60° to the direction of flow
Parallel to the direction of flow
Perpendicular to the direction of flow

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