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Waste Water Engineering

Waste Water Engineering
The sewer pipe which carries sewage from a building for immediate disposal is

Lateral sewer
Intercepting sewer
Main sewer
House sewer

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Waste Water Engineering
It is customary to design a sewer for D.W.F. on the basis of

Four times the average demand
Thrice the average demand
Twice the average demand
Average demand

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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 formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by

William-Hazen
Kutter
Bazin
Crimp and Bruges

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Waste Water Engineering
Dry water flow in a combined sewer, is

Inclusive of domestic and industrial sewage but excludes storm water
Industrial sewage
Domestic sewage
Storm water

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Waste Water Engineering
The formula V = (1/n) r2/3

Kutter’s formula
Chezy’s formula
Bazin’s formula
Manning’s formula

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MORE MCQ ON Waste Water Engineering

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