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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

Manning
Bazin
Kutter
Chezy

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Waste Water Engineering
Disposal to sewage in large cities, is done in

Purification
Irrigation
Oxidation
Dilution

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Waste Water Engineering
In R.C. sewer pipes, the percentage longitudinal reinforcement to the cross-sectional area of concrete is kept

0.25
5
10
2

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Waste Water Engineering
The gas evolved in sewers is

All of these
Methane
Carbondioxide
Hydrogen sulphide

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Waste Water Engineering
For providing an Indian type W.C., the R.C.C. slabs in the toilet portion

Should be sunk by 20 cm
Need not be sunk
Should be sunk by 50 cm
Should be kept 20 cm above the adjacent portion

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

Centrifugal pump
Reciprocating pump
None of these
Pneumatic ejector

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