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Waste Water Engineering

Waste Water Engineering
Primary treatment of sewage consists of removal of

Large suspended organic solids
Oil and grease
Floating materials
Sand and girt

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Waste Water Engineering
The minimum recommended diameter of sewers, is

5 cm
10 cm
15 cm
20 cm

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Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

4 hours
5 hours
3 hours
2 hours

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Waste Water Engineering
A manhole is generally provided at each

Junction
All of these
Bend
Change of gradient

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Waste Water Engineering
Rate of flow of sewage is generally assumed

At 150 litres per capita
Equal to the rate of water supply
More than the rate of water supply
Less than the rate of water supply

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Both A and B
Concreting
Raising low lying areas by dumping
Neither A nor B

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