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Waste Water Engineering

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

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

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Waste Water Engineering
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is

0.35 m/sec
0.30 m/sec
0.40 m/sec
0.45 m/sec

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Waste Water Engineering
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is

1.36 m
0.68 m
0.88 m
1.76 m

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Waste Water Engineering
The sewer which transports the sewage to the point of treatment, is called

Out-fall sewer
Branch sewer
Main sewer
House sewer

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Waste Water Engineering
In detritus tanks,

All listed here
Detention period is kept 3 to 4 minutes
Flow velocity is kept 0.09 m/sec
Organic and inorganic materials are separated

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Waste Water Engineering
For evaporation and measurement of settable solids, the apparatus used, is

A test tube
A breaker
A jar
An Imhoff cone

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