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Waste Water Engineering

Waste Water Engineering
In a trickling filter

Neither A nor B
Biological action is used
Filtration process is used
Both A and B

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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
90 cm
50 cm
100 cm

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

100
60
20
40

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Waste Water Engineering
In septic tanks, decomposition of organic bacteria, is done by

Both types of bacterias
Anaerobic bacteria
None of these
Aerobic bacteria

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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
If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, is

1.49 m
1.39 m
1.59 m
1.69 m

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