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Waste Water Engineering

Waste Water Engineering
In Chezy’s formula V = C rs for calculating the velocity of flow in circular sewer of diameter running full, the value of hydraulic mean radius is

D/4
D/1
D/2
D/3

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

Fruhling
Kuichling
All of these
Lloyd David

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

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Waste Water Engineering
Lead caulked joints are used for laying

G.I. pipes
Earthenware pipes
Stone ware pipes
I. pipes

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Waste Water Engineering
The sewage treatment in septic tanks is due to

Anaerobic decomposition
None of these
Aerobic decomposition
Parasitic decomposition

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Waste Water Engineering
For design of sewers, percentage of sewage discharge is assumed

65 to 70%
0.85
75 to 80%
70 to 75%

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