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Waste Water Engineering

Waste Water Engineering
The most dangerous pollutant in vehicular emissions is

SO₂
O₂
CO₂
CO₂

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Waste Water Engineering
Flocculated particles do not change their

None of these
Shape
Weight
Size

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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

20 m
30 m
24 m
16 m

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Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43894
43834
43833
43832

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Waste Water Engineering
In 1000 kg of sewage, the total solids approximate

5 kg to 7.5 kg
0.5 to 1.0 kg
7.5 kg to 10 kg
1 kg to 2.0 kg

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Waste Water Engineering
In sewers the velocity of flow should not be

Less than 10 m/sec
More than the self-cleansing velocity
More than 20 m/sec
Less than the self-cleansing velocity

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MORE MCQ ON Waste Water Engineering

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