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Waste Water Engineering

Waste Water Engineering
Oxidation process results in the formation of

Nitrates
All of these
Carbon dioxide
Sulphates

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Waste Water Engineering
Flocculated particles do not change their

Shape
Weight
Size
None of these

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Waste Water Engineering
3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is

300 mg/l
200 mg/l
100 mg/l
400 mg/l

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Waste Water Engineering
The temperature affects the

Viscosity of sewage
Biological activity of bacteria in sewage
Solubility of gases in sewage
All of these

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

3.5 m
4 m
3 m
4.5 m

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Waste Water Engineering
Aerobic bacterias

Consume organic matter as their food
Oxidise organic matter in sewage
Flourish in the presence of free oxygen
All of these

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