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Waste Water Engineering

Waste Water Engineering
The rate of accumulation of sludge per person per year, is

15 litres
20 litres
10 litres
25 litres

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

Ferric sulphate
Chlorinated coppers
Ferric chloride
Alum

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Waste Water Engineering
The sewage is pumped up

From low lying areas
All listed here
From flat areas
From basements

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Waste Water Engineering
Which one of the following gases is most significant as air pollutant?

Oxygen
Nitrogen
Carbondioxide
Sulphur-dioxide

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Waste Water Engineering
The formula V = (1/n) r2/3

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

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Waste Water Engineering
Design period of 40 to 50 years is adopted for

Branch sewers
Trunk sewers
Main sewers
All listed here

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MORE MCQ ON Waste Water Engineering

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