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Waste Water Engineering

Waste Water Engineering
In a trickling filter

Filtration process is used
Both A and B
Neither A nor B
Biological action is used

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Waste Water Engineering
The underground sewers are more subjected to

Tensile force
Compressive force
Shearing force
Bending force

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Waste Water Engineering
1000 kg of sewage contains

Both A and C of above
0.112 kg in solution
0.112 kg in suspension
0.225 kg in solution

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

Chlorinated coppers
Ferric sulphate
Ferric chloride
Alum

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Twice the average demand
Thrice the average demand
Average demand
Four times the average demand

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

4 hours
8 hours
2 hours
6 hours

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