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Waste Water Engineering

Waste Water Engineering
Aerobic activity is maximum

At sewer pipes
In sewer treatment plants
None of these
In freshly produced sewage

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Waste Water Engineering
The water carried sewerage system removes

All listed here
Domestic sewage
Industrial sewage
Storm sewage

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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
Less than the self-cleansing velocity
More than the self-cleansing velocity

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

225 ppm
200 ppm
250 ppm
None of these

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

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

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

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

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MORE MCQ ON Waste Water Engineering

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