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Waste Water Engineering

Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

3 to 5 mm
5 to 8 mm
2 to 3 mm
8 to 10 mm

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Waste Water Engineering
In normal conditions, the period for sludge digestion, is

30 days
60 days
10 days
20 days

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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

16 m
20 m
24 m
30 m

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Waste Water Engineering
In sewage having fully oxidised organic matter, the nitrogen exists in the form of

Nitrites
Free ammonia
Aluminoid nitrogen
Nitrates

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Waste Water Engineering
A rainfall may be classified as acidic if its pH value is less or equal to

5
6
6.5
7

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Kutter
Bazin
Manning
Chezy

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