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Waste Water Engineering

Waste Water Engineering
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is

2 hours
5 hours
4 hours
3 hours

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Waste Water Engineering
The pH value of fresh sewage is usually

Less than 7
More than 7
Equal to 7
Equal to zero

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

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

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Waste Water Engineering
The density of population over 40 hectares is 250/hectare. If water supply demand per day is 200 litres and sewage discharge is 80% of water supply, the sewage flow in sewers of separate system, is

0.0556 cumec
0.05552 cumec
0.05556 cumec
0.05554 cumec

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Waste Water Engineering
Aerobic bacterias

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

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Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Parabolic
Circular
Rectangular
New egged

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