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Waste Water Engineering

Waste Water Engineering
The minimum diameter of sewer to be adopted is

25 cm
12.5 cm
10 cm
15 cm

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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

2
1.5
3
4

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Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

50 mm
20 mm
40 mm
30 mm

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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
1.5 D
1.75 D
1.25 D

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5

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

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

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