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Waste Water Engineering

Waste Water Engineering
The gas evolved in sewers is

Carbondioxide
Methane
Hydrogen sulphide
All of these

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

Size and shape of solid
Viscosity of water
Velocity of flow
All listed here

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

20% of the design discharge
Slightly more than 5% of the design discharge
Slightly less than 5% of the design discharge
None of these

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Waste Water Engineering
For detecting the nitrates in sewage, the colour may be developed by adding

Phenol-di -sulphuric acid and potassium hydroxide
Potassium permanganate
Sulphuric acid and napthamine
None of these

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Waste Water Engineering
The normal values of over flow rates for sedimentation tanks using coagulant, ranges between

40,000 to 50,000 litres/sqm/day
50,000 to 60,000 litres/sqm/day
80,000 to 100,000 litres/sqm/day
25,000 to 35,000 litres/sqm/day

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Waste Water Engineering
The maximum spacing of manholes specified by Indian standard in sewers upto 0.3 m diameter is

30 m
45 m
20 m
75 m

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