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Waste Water Engineering

Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Both A and B
Comminutor
Shredder
Neither A nor B

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Waste Water Engineering
Dry water flow in a combined sewer, is

Inclusive of domestic and industrial sewage but excludes storm water
Domestic sewage
Storm water
Industrial sewage

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Waste Water Engineering
In sewers designed with self cleansing velocity,

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

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Waste Water Engineering
Disposal to sewage in large cities, is done in

Oxidation
Purification
Dilution
Irrigation

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

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Waste Water Engineering
During preliminary treatment of a sewage

Floating materials are removed by screening
All listed here
Oil and grease are removed from skimming tanks
Girt and sand are removed by girt chambers

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