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Waste Water Engineering

Waste Water Engineering
The sewage is pumped up

From low lying areas
From flat areas
All listed here
From basements

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

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

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Waste Water Engineering
Drop manholes at the junctions of sewer lines, are provided if

Ordinary manhole cannot be built
Sewer line runs along a main road
Two sewer lines intersect
Invert level of a branch sewer is more than 60 cm that of the main sewer

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Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

Out-fall sewer
House sewer
Branch sewer
Main sewer

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Waste Water Engineering
In sewage, the solids in mg per litre is

100 to 500
1500 to 2000
500 to 1000
1000 to 1500

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Waste Water Engineering
In a sludge digestion tank if the moisture content of sludge V1 litres is reduced from p1 % to p2 % the volume V2 is

[(100 – P1)/(100 + P2)] V1
[(100 – P1)/(100 – P2)] V1
[(100 + P2)/(100 – P1)] V1
[(100 + P1)/(100 – P2)] V1

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