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Waste Water Engineering

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

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

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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

0.10 cumec
0.20 cumec
0.12 cumec
0.15 cumec

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

Both A and B
Comminutor
Shredder
Neither A nor B

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Waste Water Engineering
The sewage is pumped up

All listed here
From flat areas
From basements
From low lying areas

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Waste Water Engineering
R.M.O. expenses include

Operation expenses
Running expenses
Maintenance expenses
All of these

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

Sedimentation
Screening
All listed here
Oxidation

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