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Waste Water Engineering

Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is only provided
Is trebled
Is not enough
Is doubled

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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
30 m
20 m
16 m

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Waste Water Engineering
The standard B.O.D. of water is taken for

1 day
5 days
2 days
3 days

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Waste Water Engineering
The sewer which resists sulphide corrosion, is

Lead sewer
Brick sewer
Cast iron sewer
R.C. sewer

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Waste Water Engineering
Flocculated particles do not change their

None of these
Weight
Shape
Size

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

43834
43832
43894
43833

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