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Waste Water Engineering

Waste Water Engineering
Pick up the incorrect size of stone ware sewers

82.5 cm
None of these
52.5 cm
67.5 cm

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Waste Water Engineering
Fresh sewage is generally

A source of objectionable odour
Highly decomposed
Acidic
Alkaline

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

Any point
City
Out-fall
Tail end

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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

0.15 cumec
0.12 cumec
0.20 cumec
0.10 cumec

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Waste Water Engineering
With self cleansing velocity in sewers

Neither silting nor scouring occurs at bottom
Scouring occurs at bottom
Silting occurs at bottom
Both silting and scouring occur at bottom

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Large suspended organic solids
Oil and grease
Sand and girt
Floating materials

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