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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

10
0.25
2
5

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Waste Water Engineering
Facultative bacteria survive in

Both cases A and B
The presence of oxygen
Neither A nor B
The absence of oxygen

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Ordinary manhole cannot be built
Invert level of a branch sewer is more than 60 cm that of the main sewer
Two sewer lines intersect
Sewer line runs along a main road

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

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

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Waste Water Engineering
The arrangement made for passing the sewer line below an obstruction below the hydraulic gradient lines called

Inverted syphon
all of these
Sag pipe
Depressed sewer

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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

12 cm
10 cm
18 cm
15 cm

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