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Waste Water Engineering

Waste Water Engineering
For sewers, inverted siphon is provided for

One pipe
Four pipes
Three pipes
Two pipes

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

Reciprocating pump
Pneumatic ejector
Centrifugal pump
None of these

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Waste Water Engineering
With self cleansing velocity in sewers

Silting occurs at bottom
Scouring occurs at bottom
Neither silting nor scouring occurs at bottom
Both silting and scouring occur at bottom

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Waste Water Engineering
Oxidation process results in the formation of

Nitrates
Sulphates
All of these
Carbon dioxide

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Waste Water Engineering
Sewer pipes are designed for maximum discharge with 25% to 33% vacant cross-sectional area for

Unexpected large scale infiltration of stream water
Under estimates of maximum and average flows
All of these
Unexpected increase in the population

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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

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

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