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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

24 m
20 m
16 m
30 m

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

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

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Waste Water Engineering
The gas which may cause explosion in sewers, is

Ammonia
Methane
Carbon monoxide
Carbondioxide

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Both A and B
Concreting
Neither A nor B
Raising low lying areas by dumping

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Waste Water Engineering
For sewer mains of 0.5 to 1 m diameter, the ratio of maximum daily sewage flow to the average daily sewage flow is assumed

1.5
3
2.5
2

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Waste Water Engineering
For detecting the nitrites in the sewage, the matching colour may be developed by adding

None of these
Potassium permanganate
Sulphuric acid and napthamine
Phenol-di -sulphuric acid potassium hydroxide

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