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Waste Water Engineering

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

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Waste Water Engineering
Aerobic activity is maximum

None of these
In sewer treatment plants
In freshly produced sewage
At sewer pipes

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

None of these
Acid fermentation
Acid regression
Alkaline fermentation

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Waste Water Engineering
The underground sewers are more subjected to

Bending force
Compressive force
Tensile force
Shearing force

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Waste Water Engineering
A circular sewer section is preferred to because

It is cheaper in construction
It provides maximum area for a given perimeter
All listed here
It provides maximum hydraulic mean depth

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Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Carbon dioxide
Hydrogen
Nitrogen
Oxygen

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