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Waste Water Engineering

Waste Water Engineering
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.59 m
1.49 m
1.69 m
1.39 m

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

Lakes
Rivers
Seas
None of these

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Waste Water Engineering
Fresh sewage is generally

A source of objectionable odour
Acidic
Highly decomposed
Alkaline

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Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

House sewer
Out-fall sewer
Branch sewer
Main sewer

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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
0.15 cumec
0.20 cumec
0.12 cumec

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Waste Water Engineering
Chlorination of water is done for the removal of

Sediments
Hardness
Bacterias
Suspended solids

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