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Waste Water Engineering

Waste Water Engineering
Setting out the alignments of sewers may start from

Any point
Out-fall
City
Tail end

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Waste Water Engineering
Before discharging the foul sewage into rivers, it is generally treated by

Sedimentation
Oxidation
Screening
All listed here

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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

2.5
1.5
2
3

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Waste Water Engineering
In sewers designed with self cleansing velocity,

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

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Waste Water Engineering
The quantity of liquid waste which flows in sewers during the period of rainfall, is known

Sanitary sewage
Storm sewage
Industrial waste
None of these

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Anaerobic decomposition
Aerobic decomposition
Parasitic decomposition
None of these

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