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Waste Water Engineering

Waste Water Engineering
In olden days the type of section adopted in trunk and out fall sewers was

Horse shoe shaped
Circular shaped
Egg shaped
Parabolic shaped

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Waste Water Engineering
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is

3
4
2
1.5

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

All of these
Kuichling
Lloyd David
Fruhling

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

Main sewer
House sewer
Intercepting sewer
Lateral sewer

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Waste Water Engineering
Cement concrete sewers are only suitable if non-scouring velocity is between

4.5 to 5.5 m/sec
2.5 to 3.0 m/sec
3.5 to 4.5 m/sec
3.0 to 4.0 m/sec

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Waste Water Engineering
A sewer running partially full and hurried with back filled, fails in compression due to

All listed here
Weight of the pipe
Weight of the back fill
Superimposed traffic loads

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MORE MCQ ON Waste Water Engineering

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