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Waste Water Engineering

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

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

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Waste Water Engineering
The angle subtended by the surface of sewer water with partial flow, at sewer centre is 120°, the depth of sewerage is

25 cm
20 cm
50 cm
40 cm

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Thrice the average demand
Average demand
Four times the average demand
Twice the average demand

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Waste Water Engineering
The non-clog pump which permits solid matter to pass out with the liquid sewage, is

None of these
Reciprocating pump
Pneumatic ejector
Centrifugal pump

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Waste Water Engineering
In a residential colony, sewers of diameters 100 mm, 150 mm and 225 mm were laid with a gradient 1 in 120. Which portion of the sewage system does not choke in due course of time?

100 mm dia
225 mm dia
150 mm dia
All of these

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Waste Water Engineering
Fresh sewage is generally

Highly decomposed
Acidic
A source of objectionable odour
Alkaline

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