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Waste Water Engineering

Waste Water Engineering
The ratio of minimum hourly flow to the average flow of sewage is

43834
43832
43833
43894

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Waste Water Engineering
The underground sewers are more subjected to

Shearing force
Bending force
Compressive force
Tensile force

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Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.30 m
2.40 m
2.45 m
2.50 m

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Waste Water Engineering
The liquid wastes from kitchens, bath rooms and wash basins, is not called

Sullage
None of these
Sewage
Liquid waste

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Waste Water Engineering
The average temperature of sewage in India, is

25°C
10°C
20°C
15°C

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Waste Water Engineering
The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

William-Hazen
Crimp and Bruges
Bazin
Kutter

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