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Waste Water Engineering

Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of New Egg shaped sewer section, is

1.425 D
1.350 D
1.250 D
1.625 D

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Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.085
1.075
1.095
1.065

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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

2.5
1.5
3
2

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Waste Water Engineering
The detention period for plain sedimentation water tanks, is usually

16 to 24 hours
4 to 8 hours
24 to 36 hours
8 to 16 hours

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Waste Water Engineering
Aerobic activity is maximum

In freshly produced sewage
None of these
At sewer pipes
In sewer treatment plants

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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

2
3
4
1.5

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