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Waste Water Engineering

Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

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

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Waste Water Engineering
For a continuous flow type of sedimentation tanks

Width of the tank is normally kept about 6 m
Length of the tank is normally kept 4 to 5 times the width
All listed here
Maximum horizontal flow velocity is limited to 0.3 m/minute

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

20% of the design discharge
Slightly less than 5% of the design discharge
None of these
Slightly more than 5% of the design discharge

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Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Shredder
Comminutor
Both A and B
Neither A nor B

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Waste Water Engineering
The asbestos cement pipes are generally laid

At an angle of 30°
At an angle of 60°
Vertically
Horizontally

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Waste Water Engineering
Flocculated particles do not change their

Size
None of these
Weight
Shape

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