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Waste Water Engineering

Waste Water Engineering
The underground sewers are more subjected to

Tensile force
Compressive force
Bending force
Shearing force

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Waste Water Engineering
Hume steel pipes are

Both B and C
Steel pipes
Steel shell coated from inside with cement mortar
Steel shell coated from outside with cement mortar

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Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.45 m
2.30 m
2.40 m
2.50 m

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Waste Water Engineering
Sewer ventilating columns are generally placed at

Upper ends of branch sewers
All listed here
Every change in the size of sewers
Distances 150 m to 300 m

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

Near the inner surface of the pipe
With elliptical cage
Near the outer surface of the pipe
Both A and B

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected increase in the population
Unexpected large scale infiltration of stream water
Under estimates of maximum and average flows
All of these

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