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Waste Water Engineering

Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Standard egg shaped
Parabolic shaped
Horse shoe shaped
Circular shaped

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Waste Water Engineering
Rate of flow of sewage is generally assumed

At 150 litres per capita
Equal to the rate of water supply
More than the rate of water supply
Less than the rate of water supply

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

4.0 m
2.0 m
1.0 m
3.0 m

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Waste Water Engineering
Fresh sewage is generally

Highly decomposed
Alkaline
Acidic
A source of objectionable odour

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

4
3
1.5
2

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

50 mm
20 mm
40 mm
30 mm

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