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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

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

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

Size and shape of solid
Velocity of flow
Viscosity of water
All listed here

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Waste Water Engineering
The screens are fixed

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

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2.5
1.5
2
3

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Waste Water Engineering
The rate of accumulation of sludge per person per year, is

25 litres
10 litres
15 litres
20 litres

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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
100 cm
90 cm
80 cm

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