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Waste Water Engineering

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

None of these
250 ppm
200 ppm
225 ppm

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Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Shredder
Comminutor
Both A and B
Neither A nor B

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Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

5
2
0.25
10

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

20% of the design discharge
Slightly more than 5% of the design discharge
None of these
Slightly less than 5% of the design discharge

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Waste Water Engineering
If the diameter of a sewer is 150 mm, the gradient required for generating self cleansing velocity, is

1 in 100
1 in 60
None of these
1 in 120

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Waste Water Engineering
For large sewers, maximum distance between manholes may be

200 m
300 m
50 m
100 m

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