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Waste Water Engineering

Waste Water Engineering
Fresh sewage may become stale in

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

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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

15 cm
18 cm
10 cm
12 cm

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Waste Water Engineering
If q is the average sewage flow from a city of population P, the maximum sewage flow

Q = [(18 + )/(4 + )] q
Q = [(4 + )/(18 + )] q
Q = [(18 + P)/(4 + )] q
Q = [(5 + )/((15 + )] q

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Waste Water Engineering
The most effective arrangement for diverting excess storm water into a natural drainage, is

None of these
Leaping weir
Overflow weir
Siphon spill way

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

Ferric chloride
Ferric sulphate
Chlorinated coppers
Alum

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Waste Water Engineering
The minimum diameter of a sewer is kept

10 cm
15 cm
20 cm
25 cm

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