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Waste Water Engineering

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

2.5
2.25
2.55
2.65

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Waste Water Engineering
The temperature affects the

All of these
Viscosity of sewage
Solubility of gases in sewage
Biological activity of bacteria in sewage

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Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

5 m
5.5 m
6.5 m
7 m

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

200 ppm
250 ppm
225 ppm
None of these

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Waste Water Engineering
For efficient working of a sewer, it must be ensured that

A maximum velocity of 0.90 m/sec, is maintained at its maximum flow
Both (A) and (B)
Minimum velocity of 0.45 m/sec, is maintained at its minimum flow
Neither (A) nor (B)

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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

Kutter
Bazin
William-Hazen
Crimp and Bruges

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