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Waste Water Engineering

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

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

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Waste Water Engineering
The algae dies out in the zone of

Active decomposition
Degradation
Cleaner water
Recovery

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Waste Water Engineering
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Need not be sunk
Should be sunk by 20 cm
Should be kept 20 cm above the adjacent portion
Should be sunk by 50 cm

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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
Hydrochloric acid
Citric acid
Sulphuric acid

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Waste Water Engineering
A cylindrical ejector having its height 2 m fills after every 10 minutes with a peak sewage discharge of 0.0157 cumec. The diameter of the ejector chamber, is

2.30 m
2.50 m
2.45 m
2.40 m

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Waste Water Engineering
The maximum depth of sedimentation tanks, is kept

4 m
3.5 m
3 m
4.5 m

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