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Waste Water Engineering

Waste Water Engineering
Oxidation process results in the formation of

All of these
Carbon dioxide
Sulphates
Nitrates

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Waste Water Engineering
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is

pt = 2H3p/3 Z5
pt = 3H3p/2 Z5
pt = 2H3p/3 Z5
pt = 3H3p/2 Z5

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Waste Water Engineering
A circular sewer section is preferred to because

It is cheaper in construction
All listed here
It provides maximum hydraulic mean depth
It provides maximum area for a given perimeter

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Waste Water Engineering
Setting out the alignments of sewers may start from

Out-fall
Any point
Tail end
City

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Waste Water Engineering
In a sludge digestion tank if the moisture content of sludge V1 litres is reduced from p1 % to p2 % the volume V2 is

[(100 – P1)/(100 + P2)] V1
[(100 + P1)/(100 – P2)] V1
[(100 – P1)/(100 – P2)] V1
[(100 + P2)/(100 – P1)] V1

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Waste Water Engineering
Lead acetate test in sewer manhole is done to test the presence of

Carbondioxide gas
Hydrogen sulphide
Diesel vapours
Methane gas

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