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Waste Water Engineering

Waste Water Engineering
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

90 days
60 days
30 days
15 days

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Waste Water Engineering
hydraulically equivalent, the relationship which holds good, is

D2/3 = 4 b2/3
D3/2 = 4 b3/2
D3/8 = 4 b3/8
D8/3 = 4 b8/3

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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
0.10 cumec
0.12 cumec
0.20 cumec

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Waste Water Engineering
During purification process of sewage the gas given off, is

Hydrogen
All listed here
Ammonia
Carbon dioxide

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Waste Water Engineering
The factor responsible for purification of sewage in river is

All listed here
Hydrology
Dissolved oxygen in water
Temperature

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

2
1.5
3
4

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