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Waste Water Engineering

Waste Water Engineering
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided

15 cm c/c
50 cm c/c
30 cm c/c
22.5 cm c/c

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Waste Water Engineering
For sewers, inverted siphon is provided for

One pipe
Four pipes
Two pipes
Three pipes

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Waste Water Engineering
The ratio of the diameter of a circular section and the side of a square section hydraulically equivalent, is

1.095
1.075
1.065
1.085

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Waste Water Engineering
Sludge banks are formed if sewage is disposed of in

Lakes
Seas
None of these
Rivers

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Waste Water Engineering
The porosity of sediments in sewer pipes, is usually taken as

0.012
0.011
0.013
0.01

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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

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

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