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Waste Water Engineering

Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.011
0.012
0.013
0.01

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

3 years
5 years
3.5 years
4 years

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

Velocity of flow
Viscosity of water
Size and shape of solid
All listed here

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

30 to 40%
80 to 90%
60 to 80%
40 to 60%

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

4.5 m
3 m
4 m
3.5 m

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

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

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