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Waste Water Engineering

Waste Water Engineering
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is

5000
100
1000
10000

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Waste Water Engineering
In a fully mechanised composting plant, involves

Mechanized receipt
Mechanized pulverising of refuse
All of these
Mechanized segregation

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Waste Water Engineering
The recommended detention period for grit chambers is

3 minutes
5 minutes
1 minute
2 minutes

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Waste Water Engineering
No treatment of the sewage is given if dilution factor is

Between 150 to 200
Less than 150
More than 500
Between 200 to 300

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Waste Water Engineering
To test chemical oxygen demand (C.O.D.) of sewage, organic matter is oxidised by potassium dichromate in the presence of

Nitric acid
Citric acid
Hydrochloric acid
Sulphuric acid

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Waste Water Engineering
For trunk sewers more than 1.25 m in diameter, the ratio of the maximum daily sewage flow to the average daily sewage flow is assumed

2
1.5
3
2.5

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