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Waste Water Engineering

Waste Water Engineering
Water content of sewage is about

0.99
0.95
0.9
0.999

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Waste Water Engineering
The intensity of rain is expressed in

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

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Waste Water Engineering
Maximum permissible velocity 1.5 m/sec, is adopted in drains

Lined with stones
Both A. and B.
With beds of rocks and gravels
Neither A. nor B.

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

All of these
Fruhling
Lloyd David
Kuichling

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Waste Water Engineering
When drainage to sewage ratio is 20, the peak dry weather flow is

Slightly more than 5% of the design discharge
Slightly less than 5% of the design discharge
20% of the design discharge
None of these

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Waste Water Engineering
In sewers the effect of scouring is more on

Top side
All sides
Horizontal side
Bottom side

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