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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

10 cm
15 cm
12 cm
18 cm

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2.5
2
3

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Waste Water Engineering
Fresh sewage may become stale in

Two to three hours
Three to four hours
One hour
Six hours

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Waste Water Engineering
In a grit chamber of a sewage treatment plant,

Flow velocity 0.15 m to 0.3 m/sec is kept
Depth of 0.9 m to 1.20 m is kept
All of these
One minute of detention period is kept

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized pulverising of refuse
Mechanized segregation
All of these
Mechanized receipt

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

None of these
Aerobic bacteria
Both types of bacterias
Anaerobic bacteria

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