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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.065
1.095
1.075
1.085

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Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

18 cm
15 cm
10 cm
12 cm

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Waste Water Engineering
Removal of oil and grease from sewage, is known

Skimming
None of these
Filtration
Screening

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Twice the average demand
Four times the average demand
Thrice the average demand
Average demand

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Waste Water Engineering
A well oxidized sewage contains nitrogen mainly as

Nitrates
Nitrites
None of these
Free ammonia

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.60 m/sec
0.75 m/sec
0.70 m/sec
0.50 m/sec

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