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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

2
3
4
1.5

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Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

50 cm
90 cm
80 cm
100 cm

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

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

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.15 D
1.25 D
1.75 D
1.5 D

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

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

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Waste Water Engineering
The gas which may cause explosion in sewers, is

Carbon monoxide
Carbondioxide
Ammonia
Methane

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