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Waste Water Engineering

Waste Water Engineering
The drop man holes are generally provided in sewers for

Cities in plains
Large town ships
Industrial areas
Hilly town ships

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Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

3.0 m
4.0 m
1.0 m
2.0 m

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Waste Water Engineering
In a trickling filter

Biological action is used
Filtration process is used
Both A and B
Neither A nor B

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Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Horse shoe shaped
Circular shaped
Parabolic shaped
Egg shaped

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

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Waste Water Engineering
An inverted siphon is designed generally for

One pipe
Two pipes
Four pipes
Three pipes

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