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Waste Water Engineering

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

Kuichling
Lloyd David
Fruhling
All of these

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Waste Water Engineering
The underground sewers are more subjected to

Shearing force
Tensile force
Compressive force
Bending force

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Waste Water Engineering
A nuisance is experienced in diluting water if dilution factor is less than

100
40
20
60

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

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Waste Water Engineering
The ratio of design discharge to the surface area of a sedimentation tank is called

Surface loading
All of these
Overflow rate
Overflow velocity

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Waste Water Engineering
In a trickling filter

Neither A nor B
Biological action is used
Filtration process is used
Both A and B

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