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Waste Water Engineering

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

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

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Waste Water Engineering
A drop manhole is provided if

A sewer drops from a height
A branch sewer joins the main sewer at higher level
None of these
A lamp is inserted to check obstruction

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Waste Water Engineering
Sewer manholes are generally provided at

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

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Waste Water Engineering
depends upon The Chezy’s constant C in the formula V = C

Size of the sewer
Shape of the sewer
All listed here
Roughness of sewer surface

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Waste Water Engineering
The angle subtended by the surface of sewer water with partial flow, at sewer centre is 120°, the depth of sewerage is

25 cm
40 cm
50 cm
20 cm

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

2 hours
4 hours
3 hours
5 hours

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