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Waste Water Engineering

Waste Water Engineering
If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is

80 cm
100 cm
90 cm
50 cm

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

Slightly more than 5% of the design discharge
Slightly less than 5% of the design discharge
None of these
20% of the design discharge

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Waste Water Engineering
A nuisance is experienced in diluting water if dilution factor is less than

40
20
60
100

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Waste Water Engineering
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of

30 days
15 days
60 days
90 days

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Waste Water Engineering
An inverted siphon is designed generally for

One pipe
Two pipes
Four pipes
Three pipes

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Waste Water Engineering
The normal value of over flow rates for plain primary sedimentation tanks, ranges between

40,000 to 50,000 litres/sqm/day
80,000 to 100,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day

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