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Waste Water Engineering

Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

6.5 m
5 m
5.5 m
7 m

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Waste Water Engineering
If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is

6 hours
2 hours
4 hours
8 hours

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

3.0 to 4.0 m/sec
2.5 to 3.0 m/sec
3.5 to 4.5 m/sec
4.5 to 5.5 m/sec

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

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

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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
A well oxidized sewage contains nitrogen mainly as

Nitrates
Nitrites
None of these
Free ammonia

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