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Waste Water Engineering

Waste Water Engineering
Ventilating shafts are provided to a sewer line at every

200 m
300 m
150 m
100 m

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Waste Water Engineering
Fresh sewage is generally

Highly decomposed
Alkaline
A source of objectionable odour
Acidic

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Waste Water Engineering
In a trickling filter

Biological action is used
Neither A nor B
Both A and B
Filtration process is used

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Waste Water Engineering
The pH value of sewage is determined with the help of

Potentiometer
Turbid meter
None of these
Imhoff Cone

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

1000 litres/km/cm
500 litres/km/cm
1500 litres/km/cm
2000 litres/km/cm

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Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Chezy
Manning
Bazin
Kutter

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