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Waste Water Engineering

Waste Water Engineering
Setting out the alignments of sewers may start from

Out-fall
Tail end
City
Any point

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Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

2 to 3 mm
8 to 10 mm
3 to 5 mm
5 to 8 mm

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Four times the average demand
Thrice the average demand
Twice the average demand
Average demand

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Waste Water Engineering
Which of the following pumps in used to pump sewage solids with liquid sewage without clogging the pump is?

Reciprocating pump
Centrifugal pump
None of these
Pneumatic ejector

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Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

10 cm
18 cm
12 cm
15 cm

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Waste Water Engineering
The recommended detention period for grit chambers is

5 minutes
1 minute
3 minutes
2 minutes

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