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Waste Water Engineering

Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Oxygen
Hydrogen
Carbon dioxide
Nitrogen

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Waste Water Engineering
The gradient of sewers depends upon

Discharge
All listed here
Diameter of the sewer
Velocity of flow

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

Egg shaped
Rectangular
Circular
Horse shoe shaped

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

3.5 to 4.5 m/sec
2.5 to 3.0 m/sec
3.0 to 4.0 m/sec
4.5 to 5.5 m/sec

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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

24 m
20 m
30 m
16 m

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Waste Water Engineering
The most efficient cross-section of sewers in a combined sewerage system is

Circular
New egged
Parabolic
Rectangular

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MORE MCQ ON Waste Water Engineering

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