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Waste Water Engineering

Waste Water Engineering
In sewers the effect of scouring is more on

Top side
Horizontal side
Bottom side
All sides

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

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

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Waste Water Engineering
The discharge per unit plan area of a sedimentation tank, is generally called

All of these
Over flow rate
Over flow velocity
Surface loading

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Waste Water Engineering
The width of a settling tank with 2 hour detention period for treating sewage 378 cu m per hour, is

7 m
5.5 m
6.5 m
5 m

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Waste Water Engineering
In a sludge tank, the gas mainly produced, is

Oxygen
Hydrogen
Nitrogen
Carbon dioxide

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Waste Water Engineering
If is the diameter of upper circular portion, the overall depth of a standard egg shaped section, is

1.5 D
1.75 D
1.15 D
1.25 D

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