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Waste Water Engineering

Waste Water Engineering
The spacing of bars for perforations in coarse screens used for the treatment of sewage, is

40 mm
20 mm
50 mm
30 mm

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Storm sewage
Sanitary sewage
Industrial waste
None of these

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Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Circular
Parabolic
New egged
Rectangular

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Waste Water Engineering
The maximum diameter of sewers adopted in the designs is

1.0 m
3.0 m
2.0 m
4.0 m

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

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

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

With elliptical cage
Near the outer surface of the pipe
Near the inner surface of the pipe
Both A and B

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