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Waste Water Engineering

Waste Water Engineering
If the grit in grit chambers is 4.5 million litres per day, its cleaning is done

Manually
Hydraulically
Electrically
Mechanically

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Waste Water Engineering
The sewer that unloads the sewage at the point of treatment is called

Outfall sewer
Branch sewer
House sewer
Main sewer

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Waste Water Engineering
The detention time (t) of a settling tank, may be defined as the time required for

None of these
A particle to travel along its length
The flow of sewage to fill the tank
A particle to travel from top surface to bottom sludge zone

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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
Rate of flow of sewage is generally assumed

More than the rate of water supply
At 150 litres per capita
Equal to the rate of water supply
Less than the rate of water supply

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Waste Water Engineering
In sewers the gas generally found, is

Hydrogen sulphide (H2S)
All listed here
Methane (CH4)
Carbon dioxide (CO2)

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