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Waste Water Engineering

Waste Water Engineering
If the depletion of oxygen is found to be 5 ppm after incubating a 2.5% solution of sewage sample for 5 days at 21°C, B.O.D. of the sewage is

100 ppm
150 ppm
200 ppm
50 ppm

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Waste Water Engineering
The gradient of sewers depends upon

Discharge
All listed here
Diameter of the sewer
Velocity of flow

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Waste Water Engineering
The digested sludge from septic tanks, is removed after a maximum period of

4 years
3 years
5 years
3.5 years

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Waste Water Engineering
¾th or ¼th extra space is left in sewer pipes at maximum discharge for

All listed here
Low estimates of the average and maximum flows
Large scale infiltration of storm water
Unexpected increase in population

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Waste Water Engineering
Sewer pipes need be checked for

Both A and B
Minimum flow
None of these
Maximum flow

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Waste Water Engineering
The algae dies out in the zone of

Cleaner water
Degradation
Active decomposition
Recovery

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