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Waste Water Engineering

Waste Water Engineering
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to

First stage demand
Initial demand
All of these
Carbonaceous demand

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Waste Water Engineering
Primary treatment of sewage consists of removal of

Floating materials
Oil and grease
Large suspended organic solids
Sand and girt

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Waste Water Engineering
Aerobic activity is maximum

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

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Waste Water Engineering
The algae dies out in the zone of

Degradation
Recovery
Cleaner water
Active decomposition

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Waste Water Engineering
The grit and silt of the grit chambers, may not be used for

Raising low lying areas by dumping
Both A and B
Concreting
Neither A nor B

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Waste Water Engineering
The pH value of fresh sewage is usually

Equal to 7
Less than 7
More than 7
Equal to zero

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