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Waste Water Engineering

Waste Water Engineering
1000 kg of sewage contains

0.112 kg in solution
Both A and C of above
0.112 kg in suspension
0.225 kg in solution

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Waste Water Engineering
The pH value of fresh sewage is usually

Equal to 7
Less than 7
More than 7
Equal to zero

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Waste Water Engineering
Clogging of sewers, is caused due to

Silting
Low discharge
Greasy and oily matters
All of these

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Waste Water Engineering
Self-cleansing velocity is

Velocity at which no accumulation remains in the drains
Velocity at dry weather flow
Velocity of water at flushing
Velocity of water in a pressure filter

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Waste Water Engineering
The standard B.O.D. of water is taken for

3 days
1 day
5 days
2 days

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

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