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Waste Water Engineering

Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.55
0.6
0.45
0.5

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 200 to 300
Between 150 to 200
More than 500
Less than 150

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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
30 m
24 m
16 m

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Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

House sewer
Branch sewer
Outfall sewer
Main sewer

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Waste Water Engineering
The moisture content of sludge is reduced from 90% to 80% in a sludge digestion tank. The percentage decrease in the volume of sludge, is

0.5
0.05
0.1
0.25

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

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

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