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Waste Water Engineering

Waste Water Engineering
The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be

0.9 cm
> 1.5 m
1.2 m
1.5 m

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Waste Water Engineering
For sewers, inverted siphon is provided for

Two pipes
Three pipes
One pipe
Four pipes

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Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

1 in 120
1 in 60
1 in 100
None of these

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

None of these
Lakes
Rivers
Seas

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Waste Water Engineering
In sewers the effect of scouring is more on

Horizontal side
Top side
Bottom side
All sides

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Waste Water Engineering
In sewers the velocity of flow should not be

Less than 10 m/sec
More than 20 m/sec
More than the self-cleansing velocity
Less than the self-cleansing velocity

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