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Waste Water Engineering

Waste Water Engineering
The spacing of bars of perforations of fine screens used for the treatment of sewage, is

8 to 10 mm
2 to 3 mm
3 to 5 mm
5 to 8 mm

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized segregation
All of these
Mechanized pulverising of refuse
Mechanized receipt

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Waste Water Engineering
Rate of flow of sewage is generally assumed

More than the rate of water supply
Equal to the rate of water supply
Less than the rate of water supply
At 150 litres per capita

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Waste Water Engineering
The maximum spacing of manholes specified by Indian standard in sewers upto 0.3 m diameter is

45 m
20 m
30 m
75 m

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Waste Water Engineering
Aerobic activity is maximum

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

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Waste Water Engineering
Dry weather flow is:

Average monthly rate of flow
Average daily rate of flow
Water supply allowance per capita
Average annual rate of flow

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