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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.095
1.085
1.065
1.075

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.01
0.012
0.013
0.011

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Waste Water Engineering
For house drainage minimum gradient is

1 in 60
1 in 400
1 in 80
1 in 10

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 150 to 200
Less than 150
More than 500
Between 200 to 300

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Waste Water Engineering
A drop manhole is provided if

None of these
A branch sewer joins the main sewer at higher level
A sewer drops from a height
A lamp is inserted to check obstruction

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

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

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