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Waste Water Engineering

Waste Water Engineering
Flocculated particles do not change their

Weight
Shape
Size
None of these

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Waste Water Engineering
Imhoff cone is used to determine

None of these
Settleable solids
Dissolved solids
Suspended solids

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Waste Water Engineering
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is

1075 mm
1095 mm
1065 mm
1045 mm

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

Shredder
Comminutor
Neither A nor B
Both A and B

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

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

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Waste Water Engineering
The underground sewers are more subjected to

Compressive force
Tensile force
Bending force
Shearing force

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