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Waste Water Engineering

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

Chlorinated coppers
Alum
Ferric chloride
Ferric sulphate

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Waste Water Engineering
A rain sanitary sewer is constructed to carry

Ground water
Storm sewage
Surface water
Sanitary sewage

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Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.45
0.55
0.5
0.6

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

Unexpected increase in population
All listed here
Low estimates of the average and maximum flows
Large scale infiltration of storm water

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Waste Water Engineering
The detention period for plain sedimentation water tanks, is usually

8 to 16 hours
16 to 24 hours
24 to 36 hours
4 to 8 hours

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Waste Water Engineering
For sewers, inverted siphon is provided for

Three pipes
Four pipes
One pipe
Two pipes

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