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Waste Water Engineering

Waste Water Engineering
If is the rugosity coefficient, is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = (1/n) r2/3 s1/2 evolved by

Chezy
Manning
Kutter
Bazin

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

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

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Waste Water Engineering
For house drainage minimum gradient is

1 in 10
1 in 400
1 in 80
1 in 60

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Waste Water Engineering
The intensity of rain is expressed in

None of these
cm/hour
cm/minute
cm/day

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Waste Water Engineering
Which one of the following resists hydrogen sulphide corrosion?

Asbestos cement
R.C.C.
Glazed ware
Glazed stone wares

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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

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

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