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Waste Water Engineering

Waste Water Engineering
For trunk and out-fall, the type of sewers generally used, is

Parabolic shaped
Standard egg shaped
Circular shaped
Horse shoe shaped

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Waste Water Engineering
With self cleansing velocity in sewers

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

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Waste Water Engineering
In circular sewers if depth of flow is 0.2 times the full depth, the nominal gradient,

Is doubled
Is trebled
Is only provided
Is not enough

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Waste Water Engineering
In sewers designed with self cleansing velocity,

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

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Waste Water Engineering
A manhole is generally provided at each

Bend
Junction
All of these
Change of gradient

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Waste Water Engineering
In a fully mechanised composting plant, involves

All of these
Mechanized pulverising of refuse
Mechanized segregation
Mechanized receipt

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