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Waste Water Engineering

Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

5 to 8 mm
2 to 3 mm
8 to 10 mm
3 to 5 mm

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Waste Water Engineering
The sewerage system originates from

Lateral sewers
House sewers
Main sewers
Branch sewers

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Manning
Bazin
Kutter
Chezy

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Waste Water Engineering
The temperature affects the

All of these
Viscosity of sewage
Biological activity of bacteria in sewage
Solubility of gases in sewage

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

2
1.5
3
2.5

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

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

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