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Waste Water Engineering

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

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

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Waste Water Engineering
The gas evolved in sewers is

Methane
Carbondioxide
Hydrogen sulphide
All of these

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Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.45 m
2.50 m
2.40 m
2.30 m

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Waste Water Engineering
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is

0.40 m/sec
0.35 m/sec
0.45 m/sec
0.30 m/sec

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Waste Water Engineering
In areas where rainy season is limited to a few months, the type of sewerage system recommended is

None of these
Combined system
Separate system
Partially separate system

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Raising low lying areas by dumping
Both A and B
Neither A nor B
Concreting

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