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Waste Water Engineering

Waste Water Engineering
The sewage is pumped up

All listed here
From basements
From low lying areas
From flat areas

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

2.5 to 3.0 m/sec
4.5 to 5.5 m/sec
3.0 to 4.0 m/sec
3.5 to 4.5 m/sec

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Waste Water Engineering
In sewers designed with self cleansing velocity,

The bottom is scoured
Both silting and scouring occur at the bottom
The bottom is silted
Neither silting nor scouring occurs at the 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 sewerage system consists of

Branch sewer
House sewer
Lateral sewer
All of these

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

Industrial waste
Storm sewage
None of these
Sanitary sewage

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MORE MCQ ON Waste Water Engineering

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