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Waste Water Engineering

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

Rectangular
Circular
New egged
Parabolic

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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
16 m
20 m
30 m

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

3
1.5
4
2

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Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

O₂
CO₂
SO₂
CO₂

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Concreting
Raising low lying areas by dumping
Both A and B
Neither A nor B

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

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

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