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Waste Water Engineering

Waste Water Engineering
Disposal to sewage in large cities, is done in

Irrigation
Purification
Dilution
Oxidation

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Waste Water Engineering
The settling velocity of a spherical particle of diameter less than 0.1 mm as per Stock’s law, is

Vs = 418 (Gs – Gw)d² [(3T + 70)/100]
Vs = 218 (Gs – Gw)d [(3T + 70)/100]
Vs = 218 (Gs – Gw)d² [(3T + 70)/100]
Vs = 418 (Gs – Gw) d [(3T + 70)/100]

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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
Kutter
Manning
Bazin

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

All of these
Overflow velocity
Overflow rate
Surface loading

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Waste Water Engineering
Water content of sewage is about

0.99
0.999
0.95
0.9

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Waste Water Engineering
Are available in size Stoneware sewers

20 cm
10 cm
All of these
15 cm

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