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Waste Water Engineering

Waste Water Engineering
Fresh sewage may become stale in

One hour
Six hours
Two to three hours
Three to four hours

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Waste Water Engineering
For large sewers, maximum distance between manholes may be

200 m
100 m
300 m
50 m

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Waste Water Engineering
The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock’s law, is

Vs = 218 (Gs – Gw)d² [(3T + 70)/100]
Vs = 218 (Gs – Gw)d [(3T + 70)/100]
Vs = 418 (Gs – Gw) d [(3T + 70)/100]
Vs = 418 (Gs – Gw)d² [(3T + 70)/100]

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Waste Water Engineering
Discrete or granular particles change their

None of these
Shape
Size
Weight

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

Degradation
Active decomposition
Recovery
Cleaner water

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

40 to 60%
30 to 40%
60 to 80%
80 to 90%

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