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Waste Water Engineering

Waste Water Engineering
Setting out the alignments of sewers may start from

Out-fall
Any point
City
Tail end

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

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Waste Water Engineering
If the flame of a miner’s safety lamp in a manhole extinguishes within 5 minutes, the sewer certainly contains

Hydrogen sulphide
Carbon dioxide
Oxygen
Methane

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Waste Water Engineering
A manhole is classified as shallow if its depth is between

0.5 to 0.7 m
0.9 to 1.20 m
0.7 to 0.9 m
0.4 to 0.5 m

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Waste Water Engineering
A nuisance is experienced in diluting water if dilution factor is less than

100
40
20
60

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Waste Water Engineering
The angle subtended by the surface of sewer water with partial flow, at sewer centre is 120°, the depth of sewerage is

20 cm
25 cm
40 cm
50 cm

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