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Waste Water Engineering

Waste Water Engineering
The rational formula for peak drainage discharge, was evolved by

All of these
Fruhling
Kuichling
Lloyd David

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Waste Water Engineering
Large diameter sewers subjected to external pressure alone, are reinforced

Near the inner surface of the pipe
With elliptical cage
Near the outer surface of the pipe
Both A and B

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Waste Water Engineering
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is

24 m
20 m
30 m
16 m

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Waste Water Engineering
Antisyphonage pipe is fitted

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

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Waste Water Engineering
The effluent of a septic tank is

As good as that from a complete treatment
None of these
Foul and contains dissolved and suspended solids
Fit for discharge into any open drain

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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

Carbondioxide gas
Hydrogen sulphide gas
Methane gas
Petrol vapours

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