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Waste Water Engineering

Waste Water Engineering
The design period in years for pumping plants, is

2 to 3
5 to 10
3 to 5
1

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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

0.05554 cumec
0.05552 cumec
0.0556 cumec
0.05556 cumec

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Waste Water Engineering
The intensity of rain is expressed in

cm/hour
cm/minute
None of these
cm/day

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Waste Water Engineering
The self-cleansing velocity of water flowing through pipe lines, is

1 metre/sec
2 metres/sec
0.5 metre/sec
0.25 metre/sec

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Waste Water Engineering
In normal conditions, the period for sludge digestion, is

10 days
60 days
20 days
30 days

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Waste Water Engineering
If 2% solution of a sewage sample is incubated for 5 days at 20°C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is

None of these
225 ppm
250 ppm
200 ppm

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