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Waste Water Engineering

Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Sedimentation
Screening
Oxidation
All listed here

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Waste Water Engineering
As compared to fresh river water, sea water contains oxygen

20% less
20% more
10% more
10% less

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Waste Water Engineering
If the diameter of a sewer is 100 mm, the gradient required for generating self cleansing velocity is

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

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

200 m
50 m
100 m
300 m

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Waste Water Engineering
The drainage area of a town is 12 hectares. Its 40% area is hard pavement ( K = 0.85), the 40% area is unpaved streets (K = 0.20) and the remaining is wooded areas (K = 0.15). Assuming the time of concentration for the areas as 30 minutes and using the formula Ps = 900/(t + 60) the maximum run off is

0.20 cumec
0.10 cumec
0.12 cumec
0.15 cumec

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Waste Water Engineering
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is

10 cm
12 cm
18 cm
15 cm

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