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Waste Water Engineering

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

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

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Waste Water Engineering
Removal of oil and grease from sewage, is known

None of these
Filtration
Screening
Skimming

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Waste Water Engineering
For a continuous flow type of sedimentation tanks

All listed here
Length of the tank is normally kept 4 to 5 times the width
Maximum horizontal flow velocity is limited to 0.3 m/minute
Width of the tank is normally kept about 6 m

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Waste Water Engineering
The asbestos cement sewers are

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

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

5 years
4 years
3.5 years
3 years

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Waste Water Engineering
‘Cowl’ is provided at

Lower end of ventilating column
Upper end of the manhole
Upper end of ventilating column
First step in manhole

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