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Waste Water Engineering

Waste Water Engineering
The algae dies out in the zone of

Recovery
Active decomposition
Cleaner water
Degradation

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Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Horse shoe shaped
Parabolic shaped
Circular shaped
Egg shaped

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Waste Water Engineering
Clogging of sewers, is caused due to

Low discharge
All of these
Silting
Greasy and oily matters

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Ferric sulphate
Chlorinated coppers
Alum
Ferric chloride

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Waste Water Engineering
The sewerage system originates from

Lateral sewers
House sewers
Main sewers
Branch sewers

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

2 hours
3 hours
5 hours
4 hours

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MORE MCQ ON Waste Water Engineering

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