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Waste Water Engineering

Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

200 ppm
250 ppm
225 ppm
None of these

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Waste Water Engineering
Fresh sewage is generally

Highly decomposed
A source of objectionable odour
Alkaline
Acidic

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Waste Water Engineering
‘Cowl’ is provided at

Upper end of ventilating column
Upper end of the manhole
Lower end of ventilating column
First step in manhole

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Waste Water Engineering
Inter-distance between ventilation columns in a sewer line is kept

100 m to 150 m
50 m to 100 m
150 m to 300 m
25 to 50 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

0.15 cumec
0.12 cumec
0.10 cumec
0.20 cumec

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

20 m
24 m
16 m
30 m

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