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Waste Water Engineering

Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

Bazin
Kutter
William-Hazen
Crimp and Bruges

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Waste Water Engineering
The sludge does not contain waste water from

Toilets
Kitchen sinks
Wash basins
Bath rooms

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Waste Water Engineering
For efficient working of a sewer, it must be ensured that

Neither (A) nor (B)
A maximum velocity of 0.90 m/sec, is maintained at its maximum flow
Both (A) and (B)
Minimum velocity of 0.45 m/sec, is maintained at its minimum flow

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Waste Water Engineering
A circular sewer section is preferred to because

All listed here
It is cheaper in construction
It provides maximum hydraulic mean depth
It provides maximum area for a given perimeter

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Waste Water Engineering
Removal of oil and grease from sewage, is known

Filtration
Screening
None of these
Skimming

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Waste Water Engineering
If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of

Active decomposition
Cleaner water
Recovery
Degradation

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