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Waste Water Engineering

Waste Water Engineering
A manhole is generally provided at each

Bend
Change of gradient
All of these
Junction

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Neither A nor B
Both A and B
Concreting
Raising low lying areas by dumping

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Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Nitrogen
Oxygen
Carbon dioxide
Hydrogen

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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

4 hours
5 hours
2 hours
3 hours

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Waste Water Engineering
Antisyphonage pipe is fitted

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

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Waste Water Engineering
In trickling filter, B.O.D. is reduced to

40 to 60%
80 to 90%
60 to 80%
30 to 40%

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