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Waste Water Engineering

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

Tail end
City
Out-fall
Any point

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Waste Water Engineering
The most widely used pump for lifting sewage is

Reciprocating pump
Air pressure pump
Pneumatic ejector
Centrifugal pump

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Waste Water Engineering
The underground sewers are more subjected to

Tensile force
Compressive force
Shearing force
Bending force

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

0.25 metre/sec
1 metre/sec
2 metres/sec
0.5 metre/sec

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Waste Water Engineering
The detention period for plain sedimentation water tanks, is usually

16 to 24 hours
24 to 36 hours
4 to 8 hours
8 to 16 hours

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Waste Water Engineering
Dry weather flow is:

Average annual rate of flow
Average monthly rate of flow
Average daily rate of flow
Water supply allowance per capita

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