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Waste Water Engineering

Waste Water Engineering
The small sewers are cleaned by

Wooden pills
Cane rodding
Flushing
None of these

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Waste Water Engineering
For design purposes, the normal rate of infiltration of ground water into the sewer, is

500 litres/km/cm
2000 litres/km/cm
1000 litres/km/cm
1500 litres/km/cm

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

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

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Waste Water Engineering
The non-clog pump which permits solid matter to pass out with the liquid sewage, is

None of these
Centrifugal pump
Pneumatic ejector
Reciprocating pump

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Waste Water Engineering
The disintegrating pump in which solid matter is broken up before passing out, is

Reciprocating pump
Centrifugal pump
Pneumatic ejector
None of these

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Waste Water Engineering
Facultative bacteria survive in

Both cases A and B
The presence of oxygen
Neither A nor B
The absence of oxygen

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