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Waste Water Engineering

Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

5 m
7 m
5.5 m
6.5 m

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Waste Water Engineering
You are asked to design sewer pipes of diameters 0.4 m to 0.9 m at maximum flow, you will assume the sewer flow running at

Full depth
Half full
Two third full
Three fourth full

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

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

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Waste Water Engineering
For drainage pipes in buildings the test applied before putting them to use, is

Straightness test
All listed here
Water test
Smoke test

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

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

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Waste Water Engineering
Imhoff cone is used to determine

Suspended solids
Settleable solids
None of these
Dissolved solids

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