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Waste Water Engineering

Waste Water Engineering
The layers of vegetable wastes and night soil alternatively piled above the ground to form a mound, is called

Plateau
A heap
Windrow
None of these

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Waste Water Engineering
To prevent settling down of sewage both at the bottom and on the sides of a large sewer, self-cleaning velocity recommended for Indian conditions, is

0.70 m/sec
0.50 m/sec
0.60 m/sec
0.75 m/sec

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Waste Water Engineering
The rational formula for peak drainage discharge, was evolved by

Lloyd David
All of these
Fruhling
Kuichling

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Waste Water Engineering
The asbestos cement pipes are generally laid

At an angle of 60°
Vertically
At an angle of 30°
Horizontally

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

Bottom side
All sides
Top side
Horizontal side

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Waste Water Engineering
In a trickling filter

Both A and B
Neither A nor B
Biological action is used
Filtration process is used

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