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Waste Water Engineering

Waste Water Engineering
The algae dies out in the zone of

Active decomposition
Recovery
Cleaner water
Degradation

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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
1.5
3
2.5

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Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

140 cm
120 cm
100 cm
160 cm

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Waste Water Engineering
The asbestos cement sewers are

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

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

None of these
1 in 60
1 in 100
1 in 120

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Waste Water Engineering
The water carried sewerage system removes

Industrial sewage
Storm sewage
All listed here
Domestic sewage

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