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Waste Water Engineering

Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

3 m
4 m
3.5 m
4.5 m

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Waste Water Engineering
Inter-distance between ventilation columns in a sewer line is kept

100 m to 150 m
25 to 50 m
150 m to 300 m
50 m to 100 m

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Waste Water Engineering
In primary sedimentation, the 0.2 mm inorganic solids get separated if specific gravity is

2.55
2.25
2.65
2.5

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

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Waste Water Engineering
Rate of flow of sewage is generally assumed

Equal to the rate of water supply
Less than the rate of water supply
At 150 litres per capita
More than the rate of water supply

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Waste Water Engineering
Fresh sewage may become stale in

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

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