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Waste Water Engineering

Waste Water Engineering
Dried sewage after treatment is used as

Base material for paints
Building material
Fertilizer
Chemical for lowering B.O.D.

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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
In olden days the type of section adopted in trunk and out fall sewers was

Parabolic shaped
Horse shoe shaped
Circular shaped
Egg shaped

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Waste Water Engineering
The rate of accumulation of sludge in septic tanks is recommended as

30 litres/person/year
30 litres/person/month
25 litres/person/month
25 litres/person/year

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Waste Water Engineering
In sewers designed with self cleansing velocity,

The bottom is scoured
Both silting and scouring occur at the bottom
The bottom is silted
Neither silting nor scouring occurs at the bottom

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

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

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