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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
30 mm
50 mm
20 mm

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Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

None of these
1 in 120
1 in 60
1 in 100

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Waste Water Engineering
The most effective arrangement for diverting excess storm water into a natural drainage, is

Leaping weir
Siphon spill way
Overflow weir
None of these

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Waste Water Engineering
In sewers the gas generally found, is

Carbon dioxide (CO2)
Methane (CH4)
All listed here
Hydrogen sulphide (H2S)

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Waste Water Engineering
Fresh sewage is generally

Acidic
Highly decomposed
A source of objectionable odour
Alkaline

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Waste Water Engineering
For laying a sewer line in a trench of 2 m width, an offset line is marked on the ground parallel to the given centre line at a distance of

160 cm
100 cm
120 cm
140 cm

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