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Waste Water Engineering

Waste Water Engineering
15 cumecs, the depth d and width are related by For drains up to

B = 0.5 d
B = 0.2 d
d = 0.5 B
d = 0.2 B

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Waste Water Engineering
The screens are fixed

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

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Alum
Ferric sulphate
Chlorinated coppers
Ferric chloride

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Waste Water Engineering
Clogging of sewers, is caused due to

Low discharge
Greasy and oily matters
Silting
All of these

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

Separate system
None of these
Combined system
Partially separate system

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

3.0 m
2.0 m
4.0 m
1.0 m

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