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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
1
3 to 5

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

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

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Waste Water Engineering
To maintain aerobic biological activity, the moisture content of the compost mass should be about

0.5
0.55
0.6
0.45

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Waste Water Engineering
The spacing of man holes along a straight portion of a sewer is 300 m, the diameter of the sewer may be

1.2 m
> 1.5 m
1.5 m
0.9 cm

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

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

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Waste Water Engineering
The intensity of rain is expressed in

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

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