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Waste Water Engineering

Waste Water Engineering
The minimum diameter of a sewer is kept

10 cm
20 cm
15 cm
25 cm

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Waste Water Engineering
Antisyphonage pipe is fitted

With a W.'trap
At the beginning of sewer line
On manholes
At the end of septic tanks

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

2000 litres/km/cm
1500 litres/km/cm
1000 litres/km/cm
500 litres/km/cm

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Waste Water Engineering
Aerobic bacterias

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

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

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

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Aerobic decomposition
Parasitic decomposition
Anaerobic decomposition
None of these

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