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Waste Water Engineering

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

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

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Waste Water Engineering
Setting out the alignments of sewers may start from

Any point
Out-fall
Tail end
City

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Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/4
D/1
D/2
D/3

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

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

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Waste Water Engineering
Chlorination of water is done for the removal of

Sediments
Bacterias
Suspended solids
Hardness

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Waste Water Engineering
The drop man holes are generally provided in sewers for

Large town ships
Cities in plains
Industrial areas
Hilly town ships

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