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Waste Water Engineering

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

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

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Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Rectangular
New egged
Circular
Parabolic

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Waste Water Engineering
pH value of sludge during alkaline regression stage, is

Less than 7
More than 7
Less than 6
More than 6

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Waste Water Engineering
Fresh sewage may become stale in

Three to four hours
One hour
Six hours
Two to three hours

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Waste Water Engineering
If D.O. concentration falls down to zero in any natural drainage, it indicates the zone of

Degradation
Active decomposition
Cleaner water
Recovery

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