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Waste Water Engineering

Waste Water Engineering
The standard B.O.D. of water is taken for

5 days
3 days
1 day
2 days

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

None of these
Rivers
Seas
Lakes

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Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1075 mm
1095 mm
1045 mm
1065 mm

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Waste Water Engineering
During preliminary treatment of a sewage

Floating materials are removed by screening
All listed here
Oil and grease are removed from skimming tanks
Girt and sand are removed by girt chambers

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 150 to 200
Between 200 to 300
Less than 150
More than 500

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

None of these
225 ppm
250 ppm
200 ppm

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