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Waste Water Engineering

Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.075
1.095
1.085
1.065

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Waste Water Engineering
‘Cowl’ is provided at

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

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

None of these
Industrial waste
Sanitary sewage
Storm sewage

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Waste Water Engineering
If the grit in grit chambers is 4.5 million litres per day, its cleaning is done

Hydraulically
Electrically
Mechanically
Manually

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

3.0 to 4.0 m/sec
3.5 to 4.5 m/sec
4.5 to 5.5 m/sec
2.5 to 3.0 m/sec

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.012
0.01
0.013
0.011

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