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Waste Water Engineering

Waste Water Engineering
Flocculated particles do not change their

Weight
Size
Shape
None of these

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Waste Water Engineering
The sewage treatment units in which anaerobic decomposition of organic matter is used, are called

Trickling filters
Imhoff tanks
Sludge sedimentation tanks
None of these

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Waste Water Engineering
The screens are fixed

None of these
Perpendicular to the direction of flow
At an angle 30° to 60° to the direction of flow
Parallel to the direction of flow

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Waste Water Engineering
A drop manhole is provided if

A lamp is inserted to check obstruction
None of these
A sewer drops from a height
A branch sewer joins the main sewer at higher level

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

1 hour and 30 minutes
2 hours
30 minutes
1 hour

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

With beds of rocks and gravels
Neither A. nor B.
Lined with stones
Both A. and B.

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