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Waste Water Engineering

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

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

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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

1.5
2
3
2.5

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Waste Water Engineering
If D is the diameter of a circular sewer and D’ is the top horizontal diameter of an equivalent egg shaped section, the relationship which holds good, is

D’ = 0.74 D
D’ = 0.64 D
D’ = 0.94 D
D’ = 0.84 D

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Anaerobic decomposition
Parasitic decomposition
Aerobic decomposition
None of these

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Waste Water Engineering
A circular sewer section is preferred to because

It is cheaper in construction
It provides maximum area for a given perimeter
All listed here
It provides maximum hydraulic mean depth

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Concreting
Both A and B
Raising low lying areas by dumping
Neither A nor B

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