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Waste Water Engineering

Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

140 cm
160 cm
100 cm
120 cm

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

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

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

3
2
4
1.5

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Waste Water Engineering
Inter-distance between ventilation columns in a sewer line is kept

50 m to 100 m
150 m to 300 m
25 to 50 m
100 m to 150 m

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Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Standard egg shaped
Parabolic shaped
Horse shoe shaped
Circular shaped

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Waste Water Engineering
The screens are fixed

None of these
Perpendicular to the direction of flow
At an angle 30° to 60° to the direction of flow
Parallel to the direction of flow

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