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Waste Water Engineering

Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

4
2
3
1.5

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Waste Water Engineering
For efficient working of a sewer, it must be ensured that

Both (A) and (B)
Minimum velocity of 0.45 m/sec, is maintained at its minimum flow
Neither (A) nor (B)
A maximum velocity of 0.90 m/sec, is maintained at its maximum flow

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Waste Water Engineering
In a grit chamber of a sewage treatment plant,

Depth of 0.9 m to 1.20 m is kept
All of these
One minute of detention period is kept
Flow velocity 0.15 m to 0.3 m/sec is kept

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

Plateau
A heap
Windrow
None of these

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Waste Water Engineering
Rate of flow of sewage is generally assumed

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

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Waste Water Engineering
Sewer manholes are generally provided at

The change of gradient
The junctions of sewers
The change of direction
All of these

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