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Waste Water Engineering

Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

12 cm
10 cm
18 cm
15 cm

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Waste Water Engineering
The gas evolved in sewers is

Methane
Hydrogen sulphide
Carbondioxide
All of these

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 150 to 200
More than 500
Less than 150
Between 200 to 300

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Waste Water Engineering
The laying of sewers is done with

Theodolite
Level
Magnetic compass
Clinometer

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Waste Water Engineering
Antisyphonage pipe is fitted

With a W.'trap
On manholes
At the beginning of sewer line
At the end of septic tanks

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Waste Water Engineering
For non-scouring velocity 5 m/sec, the type of sewers generally preferred to, is

Glazed bricks sewers
Stone ware sewers
Cast iron sewers
Cement concrete sewers

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