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Waste Water Engineering

Waste Water Engineering
The grit chambers of sewage treatment plants, are generally cleaned after

7 days
14 days
12 days
2 days

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Waste Water Engineering
Setting out the alignments of sewers may start from

City
Out-fall
Tail end
Any point

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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
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
0.12 cumec
0.15 cumec
0.20 cumec

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Waste Water Engineering
Ventilating shafts are provided to a sewer line at every

200 m
300 m
150 m
100 m

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Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

A heap
Windrow
Plateau
None of these

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