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Waste Water Engineering

Waste Water Engineering
The most efficient cross-section of sewers in a combined sewerage system is

Parabolic
Rectangular
Circular
New egged

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Waste Water Engineering
The settlement velocity of a solid (diameter 0.5 mm, specific gravity 1.75) in water having temperature 10°C, is

500 cm/sec
413.5 cm/sec
213.5 cm/sec
313.5 cm/sec

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Waste Water Engineering
Removal of oil and grease from sewage, is known

Filtration
Screening
None of these
Skimming

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Waste Water Engineering
Antisyphonage pipe is fitted

At the beginning of sewer line
With a W.'trap
At the end of septic tanks
On manholes

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Waste Water Engineering
A drop manhole is provided if

None of these
A lamp is inserted to check obstruction
A sewer drops from a height
A branch sewer joins the main sewer at higher level

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Waste Water Engineering
For a continuous flow type of sedimentation tanks

Width of the tank is normally kept about 6 m
Length of the tank is normally kept 4 to 5 times the width
Maximum horizontal flow velocity is limited to 0.3 m/minute
All listed here

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