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Waste Water Engineering

Waste Water Engineering
The use of coarse screens for the disposal of sewage, may be dispensed with by

Both A and B
Neither A nor B
Comminutor
Shredder

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Waste Water Engineering
Which of the following pumps in used to pump sewage solids with liquid sewage without clogging the pump is?

Reciprocating pump
Centrifugal pump
Pneumatic ejector
None of these

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Waste Water Engineering
3.0 ml of raw sewage is diluted to 300 ml. The D.O. concentration of the diluted sample at the beginning of the test was 8 mg/l. After 5 day-incubation at 20°C, the D.O. concentration was 5 mg/l. The BOD of raw sewerage is

200 mg/l
300 mg/l
100 mg/l
400 mg/l

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Waste Water Engineering
Aerobic bacterias

Consume organic matter as their food
All of these
Oxidise organic matter in sewage
Flourish in the presence of free oxygen

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Waste Water Engineering
Clogging of sewers, is caused due to

All of these
Greasy and oily matters
Low discharge
Silting

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

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

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