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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

Kutter
Chezy
Manning
Bazin

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for trunk mains having diameters more than 1.25 m, is

3
2
4
1.5

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Waste Water Engineering
A safety lamp when inserted in the upper portion of a manhole causes flames. It indicates the presence of

Hydrogen sulphide gas
Petrol vapours
Carbondioxide gas
Methane gas

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Waste Water Engineering
Hume steel pipes are

Steel pipes
Steel shell coated from outside with cement mortar
Both B and C
Steel shell coated from inside with cement mortar

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Waste Water Engineering
Antisyphonage pipe is fitted

At the beginning of sewer line
On manholes
At the end of septic tanks
With a W.'trap

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Waste Water Engineering
Sewer pipes need be checked for

Maximum flow
Minimum flow
None of these
Both A and B

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