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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
None of these
1 in 60
1 in 100

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

Hardness
Bacterias
Suspended solids
Sediments

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Waste Water Engineering
For detecting the nitrates in sewage, the colour may be developed by adding

Phenol-di -sulphuric acid and potassium hydroxide
Potassium permanganate
None of these
Sulphuric acid and napthamine

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Ferric sulphate
Ferric chloride
Alum
Chlorinated coppers

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.50 m/sec
0.75 m/sec
0.60 m/sec
0.70 m/sec

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Waste Water Engineering
Flocculated particles do not change their

Weight
Shape
None of these
Size

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MORE MCQ ON Waste Water Engineering

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