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Waste Water Engineering

Waste Water Engineering
The rate of accumulation of sludge per person per year, is

20 litres
15 litres
10 litres
25 litres

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

With beds of rocks and gravels
Neither A. nor B.
Lined with stones
Both A. and B.

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Waste Water Engineering
Sewer manholes are generally provided at

The change of direction
The change of gradient
The junctions of sewers
All of these

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Large suspended organic solids
Floating materials
Sand and girt
Oil and grease

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Waste Water Engineering
The coagulant which is generally not used for treating the sewage, is

Alum
Ferric sulphate
Chlorinated coppers
Ferric chloride

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Waste Water Engineering
Sewer ventilating columns are generally placed at

Every change in the size of sewers
Distances 150 m to 300 m
All listed here
Upper ends of branch sewers

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