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Waste Water Engineering

Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Rectangular
Circular
Egg shaped
Horse shoe shaped

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Invert level of a branch sewer is more than 60 cm that of the main sewer
Ordinary manhole cannot be built
Sewer line runs along a main road
Two sewer lines intersect

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

Both A and B
With elliptical cage
Near the outer surface of the pipe
Near the inner surface of the pipe

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

30 m
16 m
20 m
24 m

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Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

1 in 120
None of these
1 in 60
1 in 100

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Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Oxygen
Carbon dioxide
Hydrogen
Nitrogen

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