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Waste Water Engineering

Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.49 m
1.39 m
1.59 m
1.69 m

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Waste Water Engineering
The minimum recommended diameter of sewers, is

10 cm
5 cm
20 cm
15 cm

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Waste Water Engineering
For drainage pipes in buildings the test applied before putting them to use, is

All listed here
Straightness test
Water test
Smoke test

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

4 years
5 years
3 years
3.5 years

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Waste Water Engineering
‘Cowl’ is provided at

First step in manhole
Lower end of ventilating column
Upper end of the manhole
Upper end of ventilating column

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Waste Water Engineering
The screens are fixed

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

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