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Waste Water Engineering

Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43833
43834
43832
43894

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Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

10
5
2
0.25

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Waste Water Engineering
Lead caulked joints are used for laying

Earthenware pipes
I. pipes
Stone ware pipes
G.I. pipes

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

3.5 years
5 years
3 years
4 years

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Waste Water Engineering
An inverted siphon is designed generally for

One pipe
Four pipes
Two pipes
Three pipes

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.25 D
1.5 D
1.75 D
1.15 D

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