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Waste Water Engineering

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

Screening
All listed here
Sedimentation
Oxidation

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Waste Water Engineering
The suitable cross-section of sewers to carry combined flow, is

Horse shoe shaped
Circular
Rectangular
Egg shaped

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Waste Water Engineering
The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock’s law, is

Vs = 218 (Gs – Gw)d [(3T + 70)/100]
Vs = 418 (Gs – Gw) d [(3T + 70)/100]
Vs = 418 (Gs – Gw)d² [(3T + 70)/100]
Vs = 218 (Gs – Gw)d² [(3T + 70)/100]

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

16 m
30 m
24 m
20 m

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

With elliptical cage
Both A and B
Near the outer surface of the pipe
Near the inner surface of the pipe

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Waste Water Engineering
R.M.O. expenses include

All of these
Running expenses
Maintenance expenses
Operation expenses

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