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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
15 days
30 days
60 days

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.05552 cumec
0.05554 cumec
0.05556 cumec
0.0556 cumec

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Waste Water Engineering
The underground sewers are more subjected to

Compressive force
Tensile force
Shearing force
Bending force

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Waste Water Engineering
Kjeldahl nitrogen is a mixture of

Nitrogen and organic nitrogen
Ammonia and nitrogen
All listed here
Organic nitrogen and ammonia

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

3
2
2.5
1.5

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Waste Water Engineering
The amount of oxygen consumed by the aerobic bacterias which cause the aerobic biological decomposition of sewage, is known

Bio-Chemical Oxygen Demand (B.O.D.)
None of these
Dissolved Oxygen (D.O.)
Chemical Oxygen Demand (C.O.D.)

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