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Waste Water Engineering

Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.011
0.012
0.01
0.013

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Waste Water Engineering
The first stage of neutral process of sludge digestion, is

None of these
Alkaline fermentation
Acid regression
Acid fermentation

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Waste Water Engineering
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

None of these
1 in 120
1 in 60
1 in 100

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Waste Water Engineering
Disposal to sewage in large cities, is done in

Oxidation
Irrigation
Dilution
Purification

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Waste Water Engineering
In sewers the velocity of flow should not be

Less than 10 m/sec
More than the self-cleansing velocity
More than 20 m/sec
Less than the self-cleansing velocity

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

Plateau
None of these
A heap
Windrow

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