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Waste Water Engineering

Waste Water Engineering
Flocculated particles do not change their

Weight
Size
None of these
Shape

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Waste Water Engineering
In sewers the effect of scouring is more on

Horizontal side
All sides
Top side
Bottom side

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Waste Water Engineering
1000 kg of sewage contains

Both A and C of above
0.112 kg in suspension
0.225 kg in solution
0.112 kg in solution

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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
None of these
250 ppm
225 ppm

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Waste Water Engineering
For house drainage minimum gradient is

1 in 80
1 in 60
1 in 400
1 in 10

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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

Kutter
Bazin
Manning
Chezy

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