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Waste Water Engineering

Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

5.5 m
5 m
7 m
6.5 m

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Waste Water Engineering
The settlement of a particle in sedimentation tank, is affected by

All listed here
Viscosity of water
Velocity of flow
Size and shape of solid

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Waste Water Engineering
With self cleansing velocity in sewers

Neither silting nor scouring occurs at bottom
Both silting and scouring occur at bottom
Silting occurs at bottom
Scouring occurs at bottom

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

Near the outer surface of the pipe
With elliptical cage
Both A and B
Near the inner surface of the pipe

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Waste Water Engineering
The sewer which collects the discharge from a collecting system and delivers it to a treatment plant, is known

Sewer outfall
Branch sewer
House sewer
Lateral sewer

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Waste Water Engineering
In sewers the effect of scouring is more on

All sides
Horizontal side
Top side
Bottom side

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