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Waste Water Engineering

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
3
2
1.5

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Waste Water Engineering
The pH value of fresh sewage is usually

Equal to zero
Less than 7
Equal to 7
More than 7

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Waste Water Engineering
With self cleansing velocity in sewers

Scouring occurs at bottom
Silting occurs at bottom
Both silting and scouring occur at bottom
Neither silting nor scouring occurs at bottom

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Waste Water Engineering
An inverted siphon is designed generally for

Two pipes
Four pipes
One pipe
Three pipes

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Waste Water Engineering
Setting out the alignments of sewers may start from

City
Out-fall
Tail end
Any point

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Waste Water Engineering
Flocculated particles do not change their

Shape
None of these
Size
Weight

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