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Waste Water Engineering

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

Bazin
William-Hazen
Kutter
Crimp and Bruges

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Waste Water Engineering
Disposal to sewage in large cities, is done in

Dilution
Purification
Irrigation
Oxidation

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Waste Water Engineering
The most efficient cross section of sewers in a separate sewerage system is

Rectangular
Circular
New egged
Parabolic

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

Intercepting sewer
House sewer
Lateral sewer
Main sewer

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Waste Water Engineering
For evaporation and measurement of settable solids, the apparatus used, is

A test tube
A jar
A breaker
An Imhoff cone

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Waste Water Engineering
pH value of sludge during alkaline regression stage, is

More than 7
More than 6
Less than 6
Less than 7

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