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Waste Water Engineering

Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Sedimentation
All listed here
Oxidation
Screening

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized receipt
Mechanized segregation
All of these
Mechanized pulverising of refuse

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Waste Water Engineering
For house drainage minimum gradient is

1 in 10
1 in 80
1 in 400
1 in 60

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

1 in 100
1 in 120
1 in 60
None of these

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Waste Water Engineering
Disposal to sewage in large cities, is done in

Dilution
Irrigation
Purification
Oxidation

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Waste Water Engineering
3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is

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

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