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Waste Water Engineering

Waste Water Engineering
Water content of sewage is about

0.99
0.999
0.9
0.95

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Average demand
Twice the average demand
Four times the average demand
Thrice the average demand

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Waste Water Engineering
In sewers the velocity of flow should not be

More than 20 m/sec
Less than 10 m/sec
More than the self-cleansing velocity
Less than the self-cleansing velocity

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Industrial waste
Sanitary sewage
None of these
Storm sewage

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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
Sulphuric acid and napthamine
Potassium permanganate
None of these

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Waste Water Engineering
Disposal to sewage in large cities, is done in

Purification
Dilution
Irrigation
Oxidation

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MORE MCQ ON Waste Water Engineering

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