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Waste Water Engineering

Waste Water Engineering
The factor responsible for purification of sewage in river is

Dissolved oxygen in water
Hydrology
All listed here
Temperature

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Parabolic shaped
Horse shoe shaped
Standard egg shaped
Circular shaped

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Waste Water Engineering
Sewer ventilating columns are generally placed at

All listed here
Every change in the size of sewers
Distances 150 m to 300 m
Upper ends of branch sewers

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Chezy
Manning
Kutter
Bazin

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

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

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Waste Water Engineering
The minimum diameter of sewer to be adopted is

12.5 cm
10 cm
25 cm
15 cm

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MORE MCQ ON Waste Water Engineering

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