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Waste Water Engineering

Waste Water Engineering
Inter-distance between ventilation columns in a sewer line is kept

100 m to 150 m
25 to 50 m
50 m to 100 m
150 m to 300 m

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Waste Water Engineering
The screens are fixed

At an angle 30° to 60° to the direction of flow
None of these
Parallel to the direction of flow
Perpendicular to the direction of flow

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Waste Water Engineering
The underground sewers are more subjected to

Bending force
Shearing force
Tensile force
Compressive force

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Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

100
5000
1000
10000

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Waste Water Engineering
The value of Chezy’s constant C = 157.6/(1.81 + K/ ) is used in

Chezy’s formula
Kutter’s formula
Manning’s formula
Bazin’s formula

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Waste Water Engineering
The sewage is pumped up

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

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