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Waste Water Engineering

Waste Water Engineering
Aerobic activity is maximum

In freshly produced sewage
At sewer pipes
None of these
In sewer treatment plants

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Industrial waste
Storm sewage
None of these
Sanitary sewage

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Waste Water Engineering
If a 2% solution of sewage sample is incubated for 5 days at 20°C and the dissolved oxygen depletion was found to be 8 mg/l. The BOD of the sewage is

300 mg/l
200 mg/l
400 mg/l
100 mg/l

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

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

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Waste Water Engineering
The rate of accumulation of sludge in septic tanks is recommended as

25 litres/person/month
30 litres/person/year
25 litres/person/year
30 litres/person/month

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

4
3
2
1.5

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