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Waste Water Engineering

Waste Water Engineering
If the pH value of sewage is 7

None of these
It is acidic
It is alkaline
It is neutral

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Waste Water Engineering
During preliminary treatment of a sewage

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

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

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

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Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

30 cm c/c
22.5 cm c/c
15 cm c/c
50 cm c/c

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Citric acid
Hydrochloric acid
Sulphuric acid
Nitric acid

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

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

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