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Waste Water Engineering

Waste Water Engineering
During purification process of sewage the gas given off, is

Ammonia
All listed here
Hydrogen
Carbon dioxide

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Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

50 ppm
150 ppm
100 ppm
200 ppm

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Sulphuric acid
Hydrochloric acid
Citric acid
Nitric acid

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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

Chezy
Bazin
Kutter
Manning

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

Purification
Dilution
Oxidation
Irrigation

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

0.5 metre/sec
2 metres/sec
0.25 metre/sec
1 metre/sec

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