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Waste Water Engineering

Waste Water Engineering
If the grit in grit chambers is 4.5 million litres per day, its cleaning is done

Mechanically
Manually
Electrically
Hydraulically

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Waste Water Engineering
If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of

Active decomposition
Cleaner water
Recovery
Degradation

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

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

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Waste Water Engineering
In a sludge digestion tank if the moisture content of sludge V1 litres is reduced from p1 % to p2 % the volume V2 is

[(100 + P2)/(100 – P1)] V1
[(100 – P1)/(100 – P2)] V1
[(100 – P1)/(100 + P2)] V1
[(100 + P1)/(100 – P2)] V1

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

43833
43834
43832
43894

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

1 in 60
None of these
1 in 100
1 in 120

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