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Waste Water Engineering

Waste Water Engineering
During purification process of sewage the gas given off, is

Carbon dioxide
Ammonia
All listed here
Hydrogen

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

1.5
2.5
2
3

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Waste Water Engineering
The settling velocity of the particles larger than 0.06 mm in a settling tank of depth 2.4 is 0.33 m per sec. The detention period recommended for the tank, is

1 hour and 30 minutes
30 minutes
2 hours
1 hour

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Waste Water Engineering
A rain sanitary sewer is constructed to carry

Ground water
Surface water
Storm sewage
Sanitary sewage

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Waste Water Engineering
The sewerage system originates from

Branch sewers
Main sewers
House sewers
Lateral sewers

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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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