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Waste Water Engineering

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

8 to 10 mm
3 to 5 mm
2 to 3 mm
5 to 8 mm

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Waste Water Engineering
A sewer running partially full and hurried with back filled, fails in compression due to

Weight of the pipe
Superimposed traffic loads
Weight of the back fill
All listed here

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

8 hours
2 hours
4 hours
6 hours

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

12.5 cm
25 cm
15 cm
10 cm

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Waste Water Engineering
If a paper moistened with lead acetate for five minutes when placed in manhole turns black. The sewer certainly contains

Oxygen
Hydrogen sulphide
Methane
Carbon dioxide

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Waste Water Engineering
The asbestos cement sewers are

All of these
Not structurally strong to bear large compressive stress
Susceptible to corrosion by sulphuric acid
Light in weight

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