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Waste Water Engineering

Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

0.25
10
2
5

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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

2.30 m
2.40 m
2.45 m
2.50 m

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Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43832
43834
43833
43894

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Waste Water Engineering
Discrete or granular particles change their

Weight
Shape
None of these
Size

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Waste Water Engineering
Sewer manholes are generally provided at

The junctions of sewers
The change of direction
All of these
The change of gradient

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

2000 litres/km/cm
1000 litres/km/cm
500 litres/km/cm
1500 litres/km/cm

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