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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

1.5
2
3
4

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Waste Water Engineering
The underground sewers are more subjected to

Tensile force
Compressive force
Bending force
Shearing force

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Standard egg shaped
Parabolic shaped
Circular shaped
Horse shoe shaped

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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
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Kutter
Chezy
Bazin
Manning

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Raising low lying areas by dumping
Both A and B
Neither A nor B
Concreting

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