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Waste Water Engineering

Waste Water Engineering
The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be

1.5 m
> 1.5 m
0.9 cm
1.2 m

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Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D3/8 = 4 b3/8
D2/3 = 4 b2/3
D3/2 = 4 b3/2
D8/3 = 4 b8/3

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Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.6
0.45
0.5
0.55

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

3
2.5
2
1.5

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Waste Water Engineering
The asbestos cement sewers are

Not structurally strong to bear large compressive stress
Light in weight
Susceptible to corrosion by sulphuric acid
All of these

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Waste Water Engineering
The sewage is pumped up

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

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